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HomeMy WebLinkAbouttecp_100896TRAF'"C ENGINEERING COMA'"TTEE UKIAH CfVIC CENTER Conference Room 3 REVISED 300 Seminary Avenue -~_~ Ukiah, California 9548? OCTOBER 8, 1996 3:00 P.M. A G E N D A KENNEDY, DEWEY, FERNANDEZ, FORD, HARRIS, LOONEY AND TURNER I. CALL TO ORDER II. APPROVAL OF MINUTES: SEPTEMBER 10, 1996 III. AUDIENCE COMMENTS ON NON-AGENDA ITEMS The Traffic Engineering Committee welcomes input from the audience. In order for everyone to he heard, please limit your comments to three (3) minutes per person and not more than 10 mimrtes per subject. The Brown Act regulations do not allow action to be taken on non-agenda items. IV. DISCUSSION/ACTION ITEMS: NEW BUSINESS a. Discussion and Recommendation on Access and Traffic Circulation for Ukiah Transit Center -Bruce Richard, MTA h. Discussion of Proposed Two-Way Left Turn Lane for South State Street from Mill Street to Hastings Avenue -Steve Turner, MTA c. Traffic Diversion and Calming un Lorraine Street South of Marlene Street OLD BUSINESS a. Discussion of Traffic Circles to he used as Trad'tic Calming Devices for Clara Avenue and Ford Street -Donna Roherts and Eric Larsen b. Discussion and Consideration of One Passenger Loading Zone Space at Evergreen Nursery, 430 North Oak Street, and One Passenger Loading Zone Space un North Oak Street for AODP Office -Rick Seanor V. COMMITTEE MEMBER REPORTS VI. MISCELLANEOUS ITEMS VIT. ADJOURNMENT The Traffic Engineering Committee complies with ADA requirements and will attempt to reasonably accommodate individuals with disabilities upon request. Please wll Kathy Kinch ut 463-6214 if you are unable to attend the meeting. R:1 \TBC:IWAV6 A100896 TRAF~"C ENGINEERING COM1V"TTEE UKIAH CIVIC CENTER Conference Room 3 REVISED 300 Seminary Avenue Ukiah. California 95482 OCTOBER 8, 1996 3:00 P. M. AGENDA KENNEDY,DEWEY,FERNANDEZ,FORD, HARRIS. LOONEY AND TURNER I. CALL TO ORDER II. APPROVAL OF MINUTES: SEPTEMBER 10, 1996 III. AUDIENCE COMMENTS ON NON-AGENDA ITEMS The Traftic Engineering Committee welcomes input from the audience. In order for everyone to he heard, please limit your comments to three (3) minutes per person and not more than 10 minutes per subject. The Brown Act regulations do nut allow action to he taken on non-agenda items. IV. DISCUSSION/ACTION ITEMS: NEW BUSINESS a. Discussion and Recommendation on Access and Traftic Circulation for Ukiah Transit Center -Bruce Richard, MTA b. Discussion of Proposed Twu-Way Lett Turn Lane for South State Street from Mill Street to Hastings Avenue -Steve Turner, MTA OLD BUSINESS a. Discussion of Traftic Circles ul he used as Traftic Calming Devices for Clara Avenue and Ford Street -Donna Ruherts and Eric Larsen b. Discussion and Consideration of One Passenger Loading Zone Space at Evergreen Nursery, 430 North Oak Street, and One Passenger Loading Zone Space on North Oak Street fur AODP Office -Rick Seanor V. COMMITTEE MEMBER REPORTS VI. MISCELLANEOUS ITEMS VII. ADJOURNMENT The Traffic Engineering Committee complies with ADA requiroments and will attempt to reasonably accommodate individuals with disabilities upon request. Please call Kathy Kinch at 463-6214 it' you are unable hr attend the meeting. K: ~ ~TEc A100896 TRAFFIC ENGINEERING COMMITTEE Ukiah Civic Center Conference Room 3 300 Seminary Avenue Ukiah, California 95482 September 10, 1996 3:00 p.m. MINUTES MEMBERS PRESENT OTHERS PRESENT Dewey, Chris Tighe Boyle Harris, Michael Bonnie Barber Looney, Jim Eric Larson Turner, Steve Donna Roberts Seanor, Rick (for Rick Kennedy) Mike Rogers Fernandez, William -Chairman Larry Woods MEMBERS ABSENT STAFF PRESENT Kennedy, Rick Kathy Kinch Ford, Stephen Recording Secretary The Traffic Engineering Committee was called to order by Chairman Fernandez at 3:05 p. m. Roll was taken with the results listed above. AUDIENCE COMMENTS ON NON-AGENDA ITEMS Chairman Fernandez read audience comments. APPROVAL OF MINUTES Minutes of May 14, 1996 ON A MOTION by Member Turner, seconded by Member Looney, it was carried by an all AYE vote to approve the minutes of May 14, 1996, at submitted. MINUTES OF THE TRAFFIC ENGINEERING COMMITTEE September 10, 1996 Page 1 Minutes of July 9, 1996 Member Seanor made a correction on Page 2, Paragraph 6, delete the word resident and add red zone, to read as follows: "Member Seanor noted there is no red zone on the west side of the street. " ON A MOTION by Member Turner, seconded by Member Dewey, it was carried by an all AYE vote to approve the minutes of July 9, 1996, as corrected. DISCUSSION/ACTION ITEMS: NEW BUSINESS b. Establish Two (2) or Four (4) 24-Minute Parking Spaces located in front of 260 South School Street -Mike Rogers Mike Rogers of Triple-S-Camera stated due to the increased activity at the Convention Center and increased all-day activities, he is requesting that the City designate two to four 24-minute parking spaces in front of 260 South School Street, and eliminate two of the four 24-minute spaces located in the rear parking lot. He expressed this will improve traffic flow and enable customers to get to the store and other stores more freely. Member Turner questioned should this request and determination be made by [he Downtown Revitilization Director Larry DeKnoblough. Member Harris responded the Traffic Engineering Committee will have to make a recommendation to the City Council. Members Turner and Harris stated they have no problem with the elimination of two of the four 24-minute parking spaces located in the rear parking lot, and the designation of two 24-minute parking spaces in the front of 260 South School Street. ON A MOTION by Member Turner, seconded by Member Harris, it was carried by a vote, that the Traffic Engineering Committee recommend to the City Council that the Downtown Revitilization Director Larry DeKnoblough determine which two of the four 24-minute parking spaces located in the rear parking lot behind 260 South School Street be eliminated, and designate the location of the two 24-minute parking spaces in front of 260 South School Street. AYES: Members Dewey, Harris, Looney, Seanor, Turner, and Chairman Fernandez NOES: None ABSTAIN: None ABSENT: Members Kennedy and Ford MINUTES OF THE TRAFFIC ENGINEERING COMMITTEE September 10, 1996 Page 2 g. Request for a Commercial Bus Stoa at the Curb in Front of 765-B South State Street - Anytime Taxi Company and Greyhound Bus Lines Larry Woods advised a request was made by Anytime Taxi Company and Greyhound Bus Lines to allow a commercial bus stop at the curb in front of 765-8 South State Street which is adjacent to the Hong Kong Restaurant. The affected curb area consists of a 60 foot long portion of the curb along the east side of South State Street between the driveway entrance of the restaurant to the nearest driveway located on a parcel of the north. A representative of World Wide Travel stated customers riding the bus line use their lobby on a daily basis to wait for the btts and when getting off the bus, and «se the parking lot to park their vehicles. She also stated the number of customers for the bus line is increasing. World Wide Travel is requesting that Greyhound Bus Lines move their bus stop to the proposed location. Tighe Boyle of Greyhound Bus Lines stated the bus stops 4 times at this location - 1 bus stops at 3:15, 1 bus stops at 3:25, and 2 buses stop after 12:00 midnight. Staff advised in October a public hearing will be conducted by the City Council on Staff's proposal to change North State Street from 4 lanes to 5 lanes with the center lane for left and right hand turns, and all on-street parking will be eliminated. Discussion followed regarding Anytime Taxi obtaining a Use Permit for the relocation of their office, and customers utilizing the restaurant for refreshments while waiting to board the bus and when getting off the bus. Member Turner made a motion that the Traftic Engineering Committee approve the red curb subject to the Planning Commission's approval of the Use Permit. Motion fails. Member Turner made a motion that the Traffic Engineering Committee approve [he red curb subject to the Planning Commission's approval of the Use Permit, and acknowledges if State Street is not restripped with the installation of the center lane, the Traffic Engineering Committee recommends to the City Council the approval of the red curb. Motion fails. Member Turner expressed a concern that Staff did not present and receive input from the Traffic Engineering Committee regarding the proposed recommendation to the City Council to restripe State Street with the installation of a center lane for left and right turns, and the removal of on- street parking. MINUTES OF THE TRAFFIC ENGINEERING COMMITTEE September 10, 1996 Page 3 Chairman Fernandez stated no recommendation or approval is required from the the Traffic Engineering Committee for the relocation of the Greyhound Bus stop to 765-B South State Street. Chairman Fernandez and Member Turner recommended to representatives of Greyhound Bus Line and Anytime Taxi to attend the public hearing in October for the proposal to change Stale Street [0 5 lanes and the removal of off-street parking. OLD BUSINESS a. Reconsider action taken by the Traffic En ing Bering Committee on the Conceptual Design of Traffic Calming Devices for Clara Avenue and Ford Street Eric Larson presented brochures on planters used for traffic calming devices in other communities. Discussion followed regarding Orchard and Clara with a standard traffic island on Clara; Orchard and Ford with a standard traffic island on Ford; three traffic circles of 12 foot diameter in the middle of the road, two of them on Ford at Myron and Sidnie, and one at Clara and Sidnie; and a neckdown at the intersection of Clara and Mason, east and west of the railroad crossing; there is $40,000 available for this project; the traftic circles are removable should the traffic circle not accomplish the objectives; the enlarging of and increasing the heigth of the traffic circles to prevent approaching vehicles from going the wrong way on the street and driving up and over the circles; and that this project is still in the experimental stage. ON A MOTION by Member Turner, seconded by Member Dewey, to revise the motion in the May 14, 1996 minutes that the original proposed concept be revised to include the 2 rings on Ford and 1 ring on Clara, and that the City Engineer assume responsibility of determining adequate size and height for site visibility due to people may not see the rings and could cause an accident for the lack of visibility. Motion fails ON A MOTION by Member Harris, seconded by Member Looney, it was carried by an all AYE vote, that the Traffic Engineering Committee continue this item to the October 8, 1996 meeting. AYES: Members Dewey, Harris, Looney, Seanor, and Chairman Fernandez NOES: None ABSTAIN: Member Turner ABSENT: Members Kennedy and Ford MINUTES OF THE TRAFFIC ENGINEERING COMMITTEE September 10, 1996 Page 4 NEW BUSINESS d. Request for Permission to place a Bus Stop and Passenger Shelter on 1051 North Bush Street at Jack Simpson Senior Apartments -MTA ON A MOTION by Member Harris, seconded by Member Looney, it was carried by a vote, that the Traffic Engineering Committee approve the request for permission to place a bus stop and passenger shelter at 1051 North Bush Street at Jack Simpson Senior Apartments. AYES: Members Dewey, Harris, Looney, Seanor, and Chairman Fernandez NOES: None ABSTAIN: Member Turner ABSENT: Members Kennedy and Ford e. Regites[ a change in the Parkina Zone at Jack Simpson Senior Apartments -MTA ON A MOTION by Member Harris, seconded by Member Looney, it was carried by an all AYE vote, that the Traftc Engineering Committee recommend to the City Counci] to approve MTA's request for "No Parking" and red curb 50 feet from the crosswalk on North Bush Street and Low Gap Road to the first driveway of the parking lot to Jack Simpson Senior Apartments. AYES: Members Dewey, Harris, Looney, Seanor, and Chairman Fernandez NOES: None ABSTAIN: Member Turner ABSENT: Members Kennedy and Ford f. Verbal Discussion of Conceptual Plan for Ukiah Transit Center -MTA A Steering Committee has been comprised of the City of Ukiah, Chamber of Commerce, County, transits, and other interested community members for the purpose of creating a master plan for the future development of the nearly twelve acre site at the Ukiah rail station. The North Coast Railroad Authority is the new ownership of both the rail and adjacent lands. The master plan is to include housing, restaurants, bed and breakfast inns, shops, and a centralized tourist information center. Issues discussed by the Committee are access to the project, Leslie Street has a very narrow frontage and is landlocked along Leslie; the short-term access is Perkins Street; an option is the re-alignment of a new access between Hospital Drive and dead-ending into Leslie Street with traffic signalization on Leslie Street; will need a controlled intersection for the buses; the Clay Street extension would increase connections to the downtwon area; development of through traffic on Orchard Avenue may create increased traftc in the residential areas; NCRA is opposed to at-grade crossings; NCRA requires the passenger platform to be 800 feet long; and surrounding properties and Gibson Creek cut off access to the property. He is requesting [hat MINUTES OF THE TRAFFIC ENGINEERING COMMITTEE September 10, 1996 Page 5 the Committee look at other options to the site and back to the Committee. Member Turner left the meeting at 5:15 p. m. c. Request to have the Red Curb Extended from the Fire Hydrant on Bush Street South to the Driveway of the Mendocino County Administrative Offices 501 Low Gap Road - Michael Scannel. County Administrative Officer ON A MOTION by Member Dewey, seconded by Member Harris, it was carried by a vote, that the Traffic Engineering Committee recommend to the City Council that the request to have the red curb extended from the tire hydrant on Bush Street south to the exit driveway of the Mendocino County Administrative Offices at 501 Low Gap Road. AYES: Members Dewey, Harris, Looney, Seanor, and Chairman Fernandez NOES: None ABSTAIN: None ABSENT: Members Kennedy, Ford, and Turner a. finest for the Removal of all 2-Hour Parking Limit Sims between the Civic Center and Mill Street on South Oak Street -Randy Jacobson Chairman Fernandez stated the current property owner, Randy Jacobson, purchased the house aware of the 2 hour parking limit restrictions and that their visitors are exempt of the 2 hour parking restrictions. The homeowner is currently trying to sell his home and that potential buyers have expressed a concern for the parking restrictions. Discussion followed regarding the removal of the 2 hour parking restrictions will allow the residents of the apartments and employees of businesses within this area to park in front of the resident. ON A MOTION by Member Dewey, seconded by Member Looney, i[ was carried by a vote that the Traffic Engineering Committee deny the request for the removal of all 2-hour parking limit signs between the Civic Center and Mill Street on South Oak Street. AYES: NOES: ABSTAIN: ABSENT: Members Dewey, Harris, Looney None None Seanor, and Chairman Fernandez Member Kennedy, Ford, and Turner MINUTES OF THE TRAFFIC ENGINEERING COMMITTEE September 1Q 1996 Page 6 OLD BUSINESS b. Report on Action taken by En ink Bering Staff re a~ rding reggest for Traffic Data for North Oak Street and Resident Questionnaire related to request for changes to On-Street Parking in the Vicinity of 430 North Oak ON A MOTION by Member Harris, seconded by Member Dewey, it was carried by an all AYE vote, that the Traffic Engineering Committee continue this report to the October 8, 1996 meeting. AYES: Members Dewey, Harris, Looney, Seanor, and Chairman Fernandez NOES: None ABSTAIN: None ABSENT: Members Kennedy, Ford, and Turner AD.iOURNMENT There being no further business, the meeting adjourned at 5:30 p. m. ~ 1-~~~ ~~-1 ~i. ~l~ ~~ h`1f'r ~ Kathy Kinch, Rec ding Secretary-~ Rtl\TEC' M091096 MINUTES OF THE TRAFFIC ENGINEERING COMMITTEE September 10, 1996 Page 7 6 November ] 996 Candace Horsley, City Manager City of Ukiah 300 Seminarv Avenue Ukiah, CA 95482 Dear Candace; I am submitting my resignation from the Traffic and Engineering Committee effective 30 November 1996. Traffic is a quality of life issue that our citizens face daily and their frustrations need to be addressed quickly and thoroughly. Over [he past several months other obligations have interfered with my ability to do this and I feel I must step down. I have enjoyed working with [he my fellow committee members and will miss [hem. They are conscientious and open minded in their efforts to reconcile the principles of traffic engineering with public requests and always willing [o fully involve, concerned citizens in discussions. Our last meeting, which y'ou attended, was typical of the quality and the quantity of work they do throughout the yeaz. I have also found the support staff to be extremely helpful. As a committee member and a citizen of Ukiah, I feel I am well served. As I depart, I would like [o offer a couple of observations. During my four years on the Traffic and Engineering Committee we have resolved a lot of problems, I hope successfully Unfortunately, many of these aze recurring situations that need a more comprehensive solution. I am wnvinced that traffic m Ukiah needs to be addressed as a system and not as a collection of localized or neighborhood problems. I sat on the Traffic and Circulation Element Committee for the new General Plan and we spent a great deal of time working on this. Some of the proposed actions can be implemented at little cost and great benefit to the City. I believe [he members of the Traffic and Engineering Committee have the necessary expertise to work out the details but, as an adjunct to City staff, they need specific direction from the Council or City Manager to do so. When selecting yow representative on the Traffic and Engineering Committee please consider the Director of Planning. At the time I joined the Committee, this was Mike Hams's position. His presence assured that someone knowledgeable on current traffic issues was present to advise at Plamting Commission and Citv Council meetings. He also knew what else was m the works. Too often now projects aze well advanced before the Committee is involved in the process. They seem [o be presented more as advisory items after decisions have been reached or commitments made. The Committee finds itself attempting to correct or mitigate problems rather than create designs which prevent them in the first place. This is poor engineering practice, creates unnecessary workload for staff and the Committee and results in less than satisfactory solutions for the public. I noticed [his particularly with respect to the Downtown and Redevelopment. Those involved are doing their job but there is no one individual to provide a common link. Finally, I would like to offer you my best wishes. I hope that your years on the City staff have created a level of trust and confidence that will serve you well during the difficult times ahead I will continue to take an interest in City affairs and if I can be of any service please let me know. Yours/truly - ~~ n~L J ~" " Stephen ord 704 W Standley St. Ukiah, CA 95482 cc: ii4 ~ed'Et5*tndetittg Coa(unittee City of Ukiah Meeting: Date: ~~ VOLUNTARY SIGN-IN SHEET (Please Print) } ~~ ~~~~ y.<`'"W~ W~.M ';Z ~ C > q „fi: E.,b. SYt.: ~ ...f'`S S i r~.v~'iayY~:1~Ny$~h 1 5.f ~"f'$bN ~[t~:S J~3 a~~{~ t ~ Y. fL`t@.~ i...: ~.W~ ~` .~~~EKYH Y QT. i.. ~ ~ ~ + r ; *"/ ~ ~"n-~-~ . c ~~~~~-,mot`.; ~~,~~ ,.~~~f~_~ ~,~,~ ice, l~-s~' -, :, ' ~ ~1 ~ I Y 'v I ''L~c n, !d'j s ~~~ M• E• M• O• R• A• N• D• U• M DATE: October 8, 1996 TO: Traffic Engineering Committee FROM: Rick H. Kennedy, Director of Public Works/City Engineer ~~• RE: TRAFFIC DIVERSION AND CALMING ON LORRAINE STREET SOUTH OF MARLENE STREET Subsequent to the extension of Orchard Avenue to Marlene Street and the construction of Airport Park Boulevard and the Wal-Mart project, Lorraine Street between Marlene and Old Talmage Road (frontage road) has experienced a significant increase in traffic volume as well has vehicular speed. Pre-Orchard Avenue extension, Pre-Wal-Mart and post Wal-Mart traffic counts were taken in September 1992, August 1993, and June 1994, respectively. Comparison of these counts on Lorraine Street between Marlene Street and Old Talmage Road are as follows: LORRAINIi AVERAGE AVI?RAGF. .\VI•;IL1G1: IIIGIIh;tiT IIIGIIES'1' STREET R~EI?KUAI' N'1?I?KD,1Y \1'1?F.KUAY \YI?I?KDAY WEEKDAY AD"I' SUU'171 AD'I' NOK'I'll AU'I' 13U'rll PI?AK I'U:AK Ullt l?CfIUNS VOLUMI? I'1?R VOLUME PER IIOUIt SOU'I'll IIOUR NOR'I'I I PraOrchurd 358 355 713 42 48 Extension SUO - ti:00 p. m. 3'00 - 4:00 p.m. Post-0rchnrJ 594 540 1034 65 46 Extension/Pre- 4 00 5:00 p. m. 1'00 - 2:00 Wal-Mart p. m. Post Wul-Mart 1416 315 1730 I50 40 1'_':00 1 ~00 12:00 - 1:00 p.m. p. m. The percent increase in the weekday average daily traffic vulume for both directions from the Pre-Orchard Extension to the Post-Orchard/Pre-Wal-Mart is 4S percent. The percent increase from the Pre-Orchard Extension to Post-Wal-Mart is 142 percent. Pursuant to the Provisions of Condition No. 29 of the Conditions of Approval for the Wal-Mar[ Store Site Development Permit No. 90-87, "the City shall install traffic diversion measures on Lorraine and Marlene Streets as designed and recommended by the City Engineer if warranted by traffic monitoring studies. After a period of 12 months following the installation of the traffic diversion measures, the City Engineer shall review the traffic loads on the residential neighborhood north of Wal-Mart to determine whether these measures have effectively preserved the quiet residential character of the neighborhood without imposing an undue burden on neighborhood residents. If the City Engineer determines that these measures are not a practical solution to traffic impacts on the neighborhood, the City Engineer shall prepare for the City Council's consideration a resolution estahlishing an off-site capital improvement fee for the Airport Industrial Park to fund the costs of improving Waugh Lane to act as a collector street to relieve the neighborhood from additional traffic impacts and/or fund costs of providing curbs, gutters, and sidewalks on Betty and Lon~aine Streets for safety purposes." At the request of Sylvia Rocha, resident of Lorraine Street, a meeting between Engineering Staff and the residents of Lorraine Street was conducted on September 19, 1996, to afford these residents the opportunity to discuss their safety concerns related to the increase in traffic volume and vehicular speeds on Lorraine Street south of Marlene Street. Mrs. Rocha facilitated the notification of the meeting and it was suggested by the Director that the invitation should be restricted to those residents residing on Lorraine south of Marlene and on Marlene east of Lorraine in order to facilitate a focused meeting. Prior to beginning the meeting, the Director presented the before and after Wal-Mart traffic volumes and confirmed that a substantial increase in volume had occurred. The Director also discussed the contents of a petition dated May ?4, 1993, and signed by 38 residents. The petition indicated that the petitioners preferred the establishment of a one-way street for east bound traffic on Marlene Street from Lorraine Street to Orchard Avenue. The petitioners did not desire a barricade at any location. The following suggestions were presented to and discussed with Staff by those attending the September 19, 1996 meeting. Barricade across Marlene Street at Orchard Avenue. 2. Make Marlene aone-way street for east bound traffic from Lorraine to Orchard. 3. Dead end Lorraine Street at Old Talmage Road. 4. Speed bumps on Lorraine from Marlene to Old Talmage Road. 5. Make Betty Street and Lorraine Street aone-way couplet. 6. Installation of 25 M.P.H. speed sign. The Director suggested the following moditications to their ideas and brought forth another measure. Instead of speed bumps, utilize speed humps, constructed at three (3) locations. 2. Consider the removal of the through vehicular movement across Talmage to and from the Airport Industrial Park. Left and right turns onto and from Talmage would still be permitted. The Director also suggested that the group concentrate on those measures which would impact them directly and not their neighbors on Qetty Street and Lorraine north of Marlene. After discussing the measures suggested, the residents were canvassed for each suggestion. 1. Speed humps on Lorraine at three (3) locations 19 votes 2. Marlene one-way east bound 2 votes 3. One-way couplet for Betty and Lorraine 12 votes 4. Left and right turns only at Talmage and Airport Park Boulevard (removal of through movement into and from the Airport Industrial Park) 16 votes 5. Barricade south end of Lurraine 12 votes 6. Barricade at Marlene and Orchard 14 votes AL the conclusion of the meeting most residents agreed that the Director should present to the Traffic Engineering Committee and City Council for their approval, both [he installation of the speed humps (speed control) and the removal of the north/south through movement at Talmage and Airport Park Boulevard ter traftc diversion. A petition signed by 47 residents and a letter from Sherri Walker were presented to Staff at the meeting. Another item to consider in conjunction with the proposed implementation of Measures 1 and 4, is the establishment of a 15 M.P.H. speed zone for Lorraine Street south of Marlene pursuant to the provisions of Section 22358.3, "Decrease on Narrow Slreel," of the California Vehicle Code. This section provides for the establishment of either a 20 or l5 M.P.H., whichever is found most appropriate, reasonable, and safe, for streets within a residential or business district having a roadway not exceeding 25 feet in width. The Director of Public Works/City Engineer fully supports the implementation of Measure l for speed control and Measure 4 for traffic diversion and the establishment of a IS M.P.H. speed zone on Lorraine. ATTACHMENTS: 1. Volume Count Data for Lorraine dated September 1992, August 1993, and June 1994. 2. Petition dated May 24, 1996. 3. Petition received September 19, 1996. 4. Letter from Sherri Walker received on September 19, 1996. KIIK:kk 11:I \l Ef' MCOMMrI'I'lili . /t ,~ ~.~v~~ ,~~~-~-:~ GG~.z tea`"" ~i~iUtQ~.e tel. '~'ta~ ~l~Icc~/~-P'~.~o~~~! .~.~ .~~ . ~~-~' ~ ~ ~~~-~ ~~ r~~~ . ~ ~ ~ ~~ ~~ r-; ~~~ ~~q. ~~ 1 ~~ ~~~~ ~~~~ :r , ~~~ - ,- ~- -, ;~ ,~ : ice. _ .`.~.; _~ (/ ~~ ~~-- ~'n `~ ~/ ~o~~ ~ ~~5 ~~~~~~: - ~ ~~ ~ ~~e~ ..~ y f'~ g 7 L oMi?/~ c!flc 3 i `l'~7 GUrl/T~/it (x S? ~q,~..~~ 5~ 9~o~,~w .~ ~~/~~cLa.~~ ~~` ~,~ 1 ~'~e ~'1~ ~Q~~ ~. (tom ~ G// J7 d a l ~~~.~ F ~ ~~-~I~ ~~ ~~~~ ~ ~' ~ s~ . l s~s ~c~~'/E,~F sl ' ~~ / fi`~C-['.~1CcJ E,~72~ C~ 7 t~-~./~L~~~~~? Z.~~.~ z ~vULrz >2~'~' ~~~ ~z u~~~. ~~ Z o~ ~ s=zy-~3 ~~ ~~~~ ~~ ~~~~ ~`~~"~ 8' ~~,~-~ y 6 a-- ~ cr 9~ ~~~ s~3~ ~~~ - 5 O ~3 ~~~ ~,~~' ~~~a, ~~ ~ ~ ~~~ /~ ~ ~ ~~~~ ,~.~ ;_ -E ~I"'~ ~s-ce2!`i ~ T`r.•J O ..,.r ` w~~ ~- ~SC e er~/.L ~ : ~ ~,~ `i'c ~ T / / S,I~~ P~~Ti~t i~ - i`tfi-`.. ` ihG/ectc~4f-i" ~v / D 1/-e,-._ / ~ / 7/,~~" f~~a.-L / ~ /~zGC 751t~ 5 Gvt lf~ ~b ~ '-~ !c-r L k,iu /~~ ~ i..v e-r~e-r~ ~ ~~-e~ ~2 03 0~.3 Has the Planning Commission taken leave of it's senses? The traffic from Wal Mart and Friedman Bros. Is funneled directly into Lorraine Street. This is still a country street where children going to the bus stop en-masse, mothers with babies in strollers walk down the street, children on bicycles dart here and there over the street, and plain pedestrians going shopping or on a walk, yet a traffic light was installed on Talmage Road and are forcing a horrer:dous any dangerous traffic problem. Shortly, the new apartments on Orchard Street will be completed and occupied, thus creating even more traffic congestion. Something I lAS to be done NOW before som~o kille j ..pevrhJaps a little child. (~u-e~-vcG~ g/9/~f ~~~4\K~~-r`-~-~-~ 17rlt calumnfnr nmri,.i..r. ~..r„ 1. Pr~r Your Nunn Ruidmn Addreu ONLY. S Zv ' ~ i OC R Sip,amn r Rain d: rM lip: _ _ ~ ,,.- 021- p ~ o (1 t~dA-mac. cJ ~ v B 3- f i. Prinl~ urNwa: Reddmca Addrga ONLY: ;n ~ o ti f S' tuna Re -naed: _ City: - ZiD: r/,~i a~ti Q f~/XT 7. Pnm Your Nm > Rmidmce Addreu ONLY: \ ~ ~ esr~e ~ \ \,.oc c ~ ~e ~,~- t ~ura~~u ~R~\{\n(l~a^~d. \(\ _\ ,, City. / Lcp. ~ Ya,u Nun¢ Reriderce Addreu ONLY: ,r"'~- I ~_i ~ rpva ~A7~ 1. I~2 dal ne S~ I 1 Sipumr Ralirtam: Ciry: Zips r / ~ SCI f~Z- i ~ 7. Rjn1 Your Nunn RrWmco Addrur ONLI': 1 ~ / I 41 R'~ ~ V~ ~ L ~.r.~r fn Silnnare Relinered: CiM Zi \ ` r 6. Pnm\ our Nuns: Raabanoa Addreu ONLY: J ~ LL- Silmun epnercd: an: ziD: 5 1 w i 1 A ~ CA ~ 5 °1 wwe 1S 7. Pri ow None: [/ Residmu Addreu ONLY: ~- t Si n. eu .qurerW 'TTT / C ^~~ ' ~~~~ `~ zip J f ~ y rGd-v-- I 1. nt fou r Nune. Raidrnce Adarev ONLI' 1 H r / lq // ' Sipnamm u Re`uinm. may/ / / / ~' .. " ~ s•rC~//NCZ/i ~/ 1 Zip: ~ " / R ~ 9. our Nunc: R dmm Addyreu ONLI': IGtWGt+I~U 0. P7IAlce- ~1~ Lotrv(nlvte `~ _ Ci1Y. , Zin: k V ~ A~ c~ a s~~~ 10. Print Your None: Raridmu Addrm ONLY: 11 rr !~~ ~. r a u Reps Ciry: Lipnn ri 'i oyr Nune: Rai mce Addreu ONLI': . ! ~ ~ Sit re u q i m: 3. P 'mr Yaur Nune: Rejidmee Addreu ONLY: ~ ~ i ~ ~ ~ ~ SilaaWreu N[rH~e~r1z' e~ rln 11~A _~ Ret~:rn date: 77NGf/,c /E,c~ T ~ / OL dl' Has the Planning Commission taken leave of it's senses? The traffic from Wal Mart and Friedman Bros. Is funneled directly into Lorraine Street. This is still a country street where children going to the bus stop en-masse, mothers with babies in strollers walk down the street, children on bicycles dart here and there over the street, and plain pedestrians going shopping or on a walk, yet a traffic light was installed on Talmage Road and aze forcing a horrendous and dangerous traffic problem. Shortly, the new apartments on Orchard Street will be completed and occupied, thus creating even more traffic congestion. Something IIAS to be done NOW before someone is killed...perhaps alittle child. l7r/r column Jar ~m,.:..r........r.. 1. Print Your Nune: Reudmn Addrw ONLY: I,ocrrar ~ ~ S' maro u RegiueW: CItY. lip: c 7. Rini Yaw Num: ReYderrA Addre ONLY: o ~ Si an u ~Q l.J ~ Z Gry~ Lp. ~ _ 7. Print Your Nwe: Reriderrm Addreu ONLY: ~ , / " Lr> ,' S~, Sign an a Reprrered: - Ci 7 Zip: 7- l Print Your Nune: Reudarca Addreu ONLY: I T c Sig u Rginaed: Cib: Zip: o '/~ 7. PnM our Nune: Ruidenm Addrur ONLY: Signcare u RerinereA: CiM Zip: 6. Pnnr Your Nuns: Rccidenea Addreu ONLY: Sigmare a Rep,mrcd' cib: zip: 7. Rini Yaur Nunc Rnidmu Addrnf ONLY: Sigmare u RegulerN: Cib: Zip: 1. Prim four Nunc: Residence Addrw ONLY Signcare u Repun W Cib: zip: 9. Prins Your Nwe: Retidmr<Addmu ONLI': Signcare a Reginued: ' Cib: ZIn: 10. Print Your Nwc: Raidmce Addreu ONLY: Sigmas u RegmerW: Cih; Zip: 11. Prior four Nune: Rmideme Addrw ONLY: Si`nwre a RePnam' Cib: Zip: li Prim Your Nuno: Raidmca Addreu ONLY: Sigrr.wrc u RegmcM~ City- Zip: Return date: ~,~ Z G G Has the Planning Commission taken leave of it's senses? The traffic from Wal Mart and Friedman Bros. Is funneled directly into Lorraine Street. This is still a country street where children going to the bus stop en-masse, mothers with babies in strollers walk down the street, children on bicycles dart here and there over the street, and plain pedestrians going shopping or on a walk, yet a traffic light was installed on Talmage Road and are forcing a horrendous anu dangerous traffic problem. Shortly, the new apartments on Orchard Street will be completed and occupied, thus creating even more traffic congestion. Something HAS to be done NOW before someone is killed...perhaps alittle child. Thit column for nmcind n., n,r!„ 1. Pnnl Your Nune: Rcudaru Addr ONLY: 1 ~ p Slgruure u RcpnwW. Clry: A°' ~jr'j~0 ~" g. Prin Your NUn^: Rwidrnu Addren ONLY: ~~ ~ P ~v i n~ S~ Si u Rc inwd: City: Zip; S U.P 2. d. Pnnl Your Nuns: Rnidam^ Addrcu ONLY: ~4TNEkl t1E l E -7 R ~C S ~ , l, G.ot2 t,vE - T Sitnc Re cored: Ciry; yP; ,~__-_ ukiaN 95 ~~a. ~. P mr our N e: Rewdrnce Addrcu ONLY: Sigum u RetwwW: Ciry: Zigy~; ~-/ if rC+S~/~.~ 3. inl Ywr Nwc: Ruidrnre Addruc ONL\': ~ '~` r C 72 3 ~i'(~I rl s' n l l d: ~ ~~~ ~°. C R 5~~~. 6. Pnm our N Rnidwrce Adduu ONLY: r~r~ 3 L.orraiW ~c y8 SigmNre rcd: ciry: II zip: (IJ~li4A 95vR Z. 7~ur None Reudrnce Addreu ONLY: I ~~ A ~ J_ Lo2~zo, e S+- SiguNrc iuwrd'. Ciry: Zip: ~~~ -e- vK~G.P, S~ t. Pnm 1'o C r Nunn Raidrncc Addrur ONLI' \ sign.mm u enlwm c. Zip: 9 Print Your N 0.aidmrc Addreu ONL1' rd. r NaN 5 f:0 Signcmrt a Regmwed: Ciry: Zip: 9s 10. Print Your Nunc: r~ Ruidrnu ~ dreu ONLY: ~~ i- 0 2 ~o r SI rNIC U IRCd'. ',/ C r~: : ~~ Zi°: ,/ [, r ~l/I~J 1/_A4) ST~O r~, J 11. r c /~ Rwidmce Addrur ONLI''. / v t~ il % ~ O EE ~ .C a,Q,~ y Signs eu etmwW- Gry: Zi S~~v ' 13. nm Your Nunc: Residrnm Addreu ONLY: R ~ ~a A~ e- Sigmwrt a Reglurn.c gym- zip. ~° ~Ff~~ ~~/~' ~! ~~,~,L turn da~Q ~f~ ~ o< ,~ Has the Planning Commission taken leave of it's senses? The traffic from Wal Mart and Friedman Bros. Is funneled directly into Lorraine Street. This is still a country street where children going to the bus stop en-masse, mothers with babies in strollers walk down the street, children on bicycles dart here and there over the street, and plain pedestrians going shopping or on a walk, yet a traffic light was installed on Talmage Road and are forcing a horrendous and dangerous traffic problem. Shortly, the new apartments on Orchard Street will be completed and occupied, thus creating even more traffic congestion. Something HAS to be done NOW before someone is killed...perhaps alittle child. 1711r column fnr p)fcio! usg only r 1 I. Prim Your Nurse: Ruidmu Addrm ONLY: Si a Regiuvrd: ,/ // C/~ ~ ` `Z,p, ~-~ Tl~~ !\/~l/ / r Z. ' 1YaurNwc /~ Repydv{ce Addreu ONLY: ~. U-O 0 Le rrc~i rl - Sigr/r~ u 0.egi{{aed II, Ciry:) lip: J. Pn Your Nurse: Reud Addrm, ONLY: ~ ouJNSt ~,o/,'R f//'F T Si a Repnered: C{ry: ~ ~ ~~ ~ OZ ~ C - LP~~ ~. rim Ya un : Reudmce Addrm ONLY: Sigu r! gggqginrrrd: Lp: ~ l~L~~h Q, Cr S. Print Yaur Nurse: Reudxn Add«,s ONLI': ' ~ ~ 12 ~ ~-D ~ R " / It L.J . v¢ Signrrv u RgJukrn : City: ,) Zi li'!L 7 L+( 6. nni Your None: nn ~ / Residence Addreu ONLY: S «u e ' // C'ry' - // Zip: 7. 'nl our e: nidpge Addreu ONLY: ~~L~ .1 /L/Y". /1t Y -~C' °~ ~ 1 T~LLct_ ~~~~~ ~~57~~~ SIgNNrt u RCgI{ICCd', Ciry: Zip: t Prim Tour N{me ~ 1Rni ce \Addreu ONLI' c~u« u RegniRW ___ .]~•~ cdY: zip. W 4~ to C~. °lS~~z 9 Prim Your Nurse fteuden<e Addmu ONLI': 11e ~7u Wc, dc~irl"}6t1 \ , , . bR I_o~r~,(l~, ~,-4- Si eNre a Reginned~ .. Ciry: zip: - ~-~~ uh\ ~l yl L I~- `I ~~ n ~ 10. rim Your Nurse: Rnid rn p~ AdMeu ONLY: ~ y J / '.1 .' V~3'Y ice" Signnmm u ReguarW~. Ciry: Zip: 11. Print four Nurse: Ruidence Addrus ONLI': ~~ ~ Z--~{c ,ilk Sigmmre a ftepueed: cirv: zip: tl rim Your Nurse: Raidencn Addreu ONLY: ~ y ~ s +- f Signniu« u Rcyiunvd Ci7' Zip: l ~ _ Return date: ~~ ~ o` ~ Has the Planning Commission taken leave of it's senses? The traffic from Wal Mart and Friedman Bros. Is funneled directly into Lorraine Street. This is still a country street where children going to the bus stop en-masse, mothers with babies in strollers walk down the street, children on bicycles dart here and there over the street, and plain pedestrians going shopping or on a walk, yet a traffic light was installed on Talmage Road and are forcing a horrendous and dangerous traffic problem. Shortly, the new apartments on Orchard Street will be completed and occupied, thus creating even more traffic congestion. Something HAS to be done NOW before someone is killed...perhaps alittle child. 77171 rolumn fnr O?Inial use nnlo 1 P9nl Your Nune: Reudere Addreu ONLY: / ~s2 T S' ~ <_ YN ffi<I rzl.r~£~IJ ~~ Lcsr2A..ve 7 Sigururcu egiL1R'm/{-/~ (/ '' Ci /, r / / uP. ' / /.J ~-F~ Ct /f/ff Y/.~ / ~- S. Prins our Nune: Re.iderns Addrce ONLY: ~- ~ ` c,3' / ~C C-'~r 30 o.,-G i nc Sf ySL 2 Siiruun uRegislRLd: Ciry: ZiP: 7. Print Your Nunc: Residers Addr<u ONLY: si .lure u Reginaed: qty: Lp; ~.. P~°LY°°r Nune~_ Rwderw Addreu ONLY: ~.~~` -_ Cj ~ - _ $igMNre Y R gi Ci 7 Lp: ~ 3. Pliy~'our Nyne: Re.idare AddruL ONLY': t P , = V S -I i L I M . M o r.~ rL 1 1 ~ to l_o a.e~+l N'z S`r: SI VIL1y~rLy~~~~LgISIR I ~ p \I lam. ~ "" ~ CU ~I~H L'I S'~SZ 6. Pnm Your Nun. Rnidence Addros ONLY: Sigmmrc a Regl e/. Cily~ Zi / / p /t ~/~ /T S e7 L 7. Pnnl Your N Rnidrna Addreu ONLY: $igumre u Rgmam: City: Zip: 1. Pnnr lour Nune. Rnidence Addreu ONLI' $ign.lure u AeyulRm CirY: zip: 9. Prins your Nune: Ruidma Addrn. ONLY': $ign.Nre a Repnem: Ci7 Lip: 10. Prins Yaur Nwe: Rnidare Addreu ONLY: $ignwreu Rcpsuxm: Cih: Zip: I I. Prim four Nune: Ruidmce Addren ONLI': SigumrcuRcgmerm: Ciry: Zip: I I. Pnm Your None: Re.iderce Addreu ONLY: $ign.mm u Rcgmaa~ cm- zip: Return date: ~~ ~ ~~ ~ SHERRI WALKER 14 LORRAINE STREET UKIAH, CA 95482 CITY OF UKIAH DEPARTMENT OF PUBLIC WORKS To All Who Are Concerned; I am voicing my concern with the problem brought to the City of Ukiah on September 19, 1996. To be specific, increased traffic on Lorraine Street between Orchard and Talmage. I understand there have been complaints made many times, and I feel the need to add my concerns. I realize that the fact that it is unsafe for my child to play in our front yard is my problem, as is the knowledge that having certain animals is dangerous to their well being. It is not safe for a child to be in the front yard, and very dangerous for him to try and ride a bicycle anywhere near that area. Family cats are constantly run over by speeding motorist, that is traumatic enough, are our children next? Now I understand that you do not have the time or money to control the traffic problem, police cars would need to be stationed on Lorraine day and night. I do believe however, that you could come up with a solution to the increased traffic on such a narrow street, that is lacking the safety of sidewalks. Take a walk through our neighborhood and you will see first hand what the danger is. Walking along the edge of the road, then venturing into the road around a car parked as close to the fence as humanly possible. Seeing that two vehicles are approaching you. Each car moving in opposite directions and in a hurry. It is difficult enough for these cars to pass in opposite directions when a car is parked, but adding you makes it impossible without one car stopping to wait until it is safe. It is my experience that many motorist do not have the time, patience, or common sense to do this. After flattening yourself against the parked car, wondering how you escaped unharmed, you will understand the concern of our neighborhood. ~J77fICf/.~-~E.«T '~~ / aL Z You may ask why the pedestrian does not stop behind the parked car until safe to walk. It can be done, depending on where you are. Some cars turn onto Lorraine so quickly that they are half way down the street before you notice them. That makes walking as well as pulling out of driveways a dangerous sport. Anytime you need a little excitement come on over. I'll let you practice dodging speeding cars from my driveway. It will be sure to make your heart race. Now I ask, how can we make this a safe community for all to enjoy? Does it mean adding sidewalks to an already narrow street? Putting in speed bumps to force vehicle operators to drive at safe speeds? Turning Lorraine and Betty into one way streets, or closing our street off to through traffic? I am sure that you considered this before opening Orchard, or prior to the construction of Wal Mart. We need something done now, before a tragedy. Sincere~l~yJ , ~}{I,Gt,w w d.~-~ Sherri Walker ~ ~ ~` Z C.F. CAMPBELL, +R ~. _ Ea Ofllcl Roatl Commbsioner - C +eym County Eng'~~ Bill Beard City of Ukiah City Hall 300 Seminary Avenue Dear Bill; UKIAH, CALIFORNIA 95482 (707)463-4363 FAX (707)463-5474 15 September 1992 Ad mint atratlon 8 Bualneea A lrporla Engineering and Technical Assistance Lantl Improvement Transportation/R Dads Enclosed are the traffic volume counts for Betty, Marlene, and Lorraine Streets, Waugh Lane and Hastings Avenue. Locations for the counts and the corresponding location codes are shown on the attached map. With the exception of the north end of Betty Street, these are the same as the locations you indicated on your map. Because of the path taken by vehicles traveling from Lorraine Street to Cooper Lane, we had to move the tubes around the corner onto Cooper in order to place them perpendicular to traffic flow. Tubes were checked daily and refastened if needed. For this reason, the counts on Marlene (east) for 08/26/92 and Waugh (north) for 09/01/92 are suspect. We have done no other analysis of the counts. If you have any questions, please call Steve Ford at 463-4363. Yours Truly, v Doug 1 anger Senio ivil Engi er Enclosure cc: Steve Ford ~~uiry ~~~ ~~~ ~~ ~ ~:~:,~~. ~~filr'!~ DIVISIONS COUNTY OF MENDOCINO DEPARTMENT OF PUBLIC WORKS Ollice Address: 34g Lake Mendocino Drive Mailing Address: Courthouse Volume ~Courit Report Generated by 145C3000 'dsrsio:: 2.00 Coayricht 1990, 1991 b!itron Sy Location .......... Lorraine Location Code ..... 72 County ............ Ukiah Recorder Set ...... 09/08/92 09:20 - Recording Start ... 09/08/92 12:00 J Recording End ..... 09/11/92 13:00 Sample Time ....... 60 Minutes Operator Number ... 7 JJJ Machine Number .... 100 Channel ........... 1 Divide By ......... 2 Summation ......... No Two-Way ........... Yes Tuesday 09/08/92 Channel: 1 Direction: S 1300 11=00 1500 1500 1100 1800 190G 200G 2100 22u0 2300 2400 0100 0200 0300 0400 0:,00 0500 0700 0800 0900 1000 1100 1200 Tctals 19 2c 23 14 21 =.2 23 2i 2G ? 3 1 0 I 0 1 2 2 ll 23 25 13 19 13 395 AM Peak Hour .................... 08:00 to 09:00 (26 vehicles) PM Peak Hour .................... 17:00 to 18:00 (42 vehicles) Wednesday 09/09/92 Channel: 1 Direction: 5 1300 1400 1560 160G lif0 1500 1900 2000 210D 220G 2300 2400 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 Iotals 26 17 26 ~. 23 14 ;~ 29 8 1? _ 1 0 1 0 0 1 15 21 29 13 21 19 347 AM Peak Hour .................... 08:00 to 09:00 (29 vehicles) PM Peak Hour .................... 18:00 to 19:00 (35 vehicles) 24-Hour Moving Total 11:00- 852 14:00- _i7 1::00- ..0 1'0:00- ?:3 17:60- 351 18:G0- 333 1'::00- 345 20:00- 319 iL•00- iii 22:00_ 3;n _.;n~7_ _e0 _4;eo_ ?=g 01:07- 340 02:00- 340 53:00- 340 01:00- 339 .8:00- 333 05a:0~- 3:d 97:GG- 8~3 G3:00- .41 09:00- 344 1u:00- 344 11:00- 345 12:00- 3:7 Thursday 09/10/92 Channel: 1 Direction: S U00 1.00 1800 1500 li00 18_70 1900?0 2000 2100 2200 i:00 209 0100 0?00 OiOG 0400 000 0600 0100 On~20 0990 1600 1100 1200 ict=_ls 21 LC -~ <_ _. _. _~ _- 11 _ i 1 2 L e4 .1 .1 C7 20 .ol AM Peak Hour .................... 08:00 to 09:00 (31 vehicles) PM Peak Hour .................... 19:00 to 20:00 (35 vehicles) 24-Hour Moving Total 13:00- 342 14:49- _,3 1:00- =82 15:00- 3i6 17:G0- _52 18:00- 353 19:G0- ~51 29:00- X57 21:00- 350 22:Ou- 857 3:Ou- 358 21:00- -.. 01:09- 353 02:00- 353 0'x:00- 353 04:00- 353 .3:00- -. 95:~~c- .54 0:00- :52 08:00- _.- ?9:00- :;7 10:00- 3i5 11:96- 3~~ 12:00- 351 Vo 1 um e R ep o r t Lorraine ' Friday 09/11/92 Channel: 1 Direction: S 1300 1500 1500 1500 1700 1600 1900 2000 2100 2200 2300 2400 G100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 Totals 20 2e AM Peak Hour .................... Unavailable PM Peak Hour .................... 12:00 to 13:00 (20 vehicles) 24-Hour Moving Total 13:00- 38G 14:00- YEA 15:00- NSA 16:00- 9iA 17:00- 6~A 18:00- N/A 19:00- N/A 20:00- N/A 21:00- 9,4 22:00- N~,4 Z3:00- NON 24:00- t~A O1:G0- N/A 02:00- N/A 03:00- N/A 04:00- N/A ;,, - V-n "5:00- 5/d 07:00- 9%A x'8:00- SSA 09:00- SSA 10:00- NiA 11:00- N1A 12:00- N/A Vo 1 um e C o un t R e p o r Gerecated b7 '~!SC3000 Version 2.OG Cop7right 1990, 1941 !9itu Location .......... Lorraine Location Code ..... 72 County ............ Ukiah - Recorder Set ...... 09/08/92 09:20 J Recording Start ... 09/08/92 12:00_ Recording End ..... 09/11/92 13:0 Sample Time ....... 60 Minutes Operator Number ... 7 Machine Number .... 100 Channel ........... 2 Divide By ......... 2 Summation ......... No Two-Way ........... Yes Tuesday 09/08/92 Channel: 2 Direction: N 13oo ],oe 1.~:~0 159a 17eo laoo 1999 2a~o 2109 t2oo 2390 2409 rloo 92oo o309 0490 osoo oE9o o7e9 osoo 9ae9 loo0 1100 laoo Io[,ls :I 13 1 8 23 42 =9 25 23 c0 14 ~ 7 0 : ~ 1 2 1 Z 7 19 12 22 ~_ 355 ''~ AM Peak Hour ................... . 11:00 to 12:00 (25 vehicles) PM Peak Hour ................... . 16:00 to 17:00 (42 vehicles) Wednesday 09/09/92 Channel: 2 Direction: N ]300 1_00 1.00 1560 liG0 1809 L 69 200v" 2109 2260 2300 2900 0100 9200 03TJ 0500 0509 0500 070G 0800 0900 1000 1100 1209 Iota1= _ 19 it 21 ~o i7 I; i1 18 18 ~ 0 - 1 - 1 ~ 10 1. 13 2G -~- AM Peak Hour .................... 11:00 to 12:00 (20 vehicles) PM Peak Hour . ......... .......... 17:00 to 18:00 (37 vehicles) 24-Hour Moving Total 13:GG- :?I 14:00- --- 1:C~0- :55 15:C?- 353 17:00- c.9 18:00- 335 19:00- 329 29:90- c2~ 21:60- ~_ 22:00- _:; 23:00- 331 -....- 331 Gl:nn_ ?J1 02:00- 333 03:00- 331 G?:00- 330 ., _ _?1 n5;~..n_ :31 ~~;.Jn_ ?3y ~JB;nC~_ 379 nc:00- 3:v 10:00- 341 11:00- 323 12:00- ?23 Thursday 09/10/92 Ch annel: 2 Direction: N 1300 1=90 ]_' - - ur, 150n 17i~u - - l:i~n 1gn0 2ndr,, - - - 210G 22 G0 2i90 2400 0100 6200 Q_Oc 0?00 0500 0500 Oi00 0600 0900 1900 1100 1200 - - - - - - - - - ictals - ~~ ~ AM Peak Hour . ......... .......... 11:00 to 12:00 (27 vehicles) PM Peak Hour . ......... .......... 15:00 to 16:00 (48 vehicles) 24-Hour Moving Total 13dJ9- -. 14:00- ..3 15:09- ~_8 15:G0- :53 l;:Gd_ .55 18:G0- 355 lc;nr,_ 356 bJaJO- 3=5 11:00- s2:.,.- -~, c3:99- 357 i=:~)'.- _,_ ;~I:nn_ ._ G2:0G- 356 U3:G0- 57 J ;:00- -- c~i 03:06- _.. c5:c0- ..7 77:9G- --- ._.._- --J ::90- ;52 10:00- 359 11:00- 379 12:00- 385 Vo 1 um e R ev o r t L o r r a i n e' Friday 09/11/92 Channel: 2 Direction: N 1300 1100 1%00 150G 170G 1300 1500 2000 2100 2200 2;00 2400 0100 0200 0300 0;00 0500 0600 0700 0800 0900 1000 1100 1200 Totals :1 21 AM Peak Hour .................... Unavailable PM Peak Hour .................... 12:00 to 13:00 (31 vehicles) 24-Hour Moving Total 13:00- 3±G 15:00- S~6 li:00- Aga 15:00- ~%A 17:00- S-A 16:00- N/A 19:00- 9/A 20:00- N/A 31:00- ~ n 22:00- S~~ 23:0u- 8~n 2::00- y,p 01:OG- S~A 02:00- N/A 93:00- 91A 04:00- S1~1 ~:u0- S~n )u:u0- ~-~ .,:uu- ., ~ ._..~ )I,rl G?::~- p 10;00- SIA 11:00- YjA 12:00_ 9!A Generated o7 YSC3000 7ersio:. 2.09 Copyrieht 1;90, 1991 :4itron Location .......... Marlene (East) Location Code ..... 71 County ............ Ukiah Recorder Set ...... 08/24/92 09:42 Recording Start ... 08/24/92 12:00 J Recording End ..... 08/28/92 14:00 Sample Time ....... 60 Minutes Operator Number ... 7 Machine Number .... 100 Channel ........... 1 Divide By ......... 2 Summation ......... No _ Two-Way ........... Yes Monday 08/24/92 Channel: 1 Direction: E 1300 1900 1509 1600 1100 1390 1900 2000 2100 2i00 2309 2400 9100 9200 0300 9960 0504 0600 0700 0800 0900 1000 1100 1200 Totals U 17 la 1; 21 c3 17 ~~~ 12 U ? 1 . 9 0 9 0 3 8 6 11 _ ?3i AM Peak Hour .................... 09:00 to 10:00 (11 vehicles) PM Peak Hour .................... 17:00 to 18:00 (23 vehicles) Tuesday 08/25/92 Channel: 1 Direction: E 1300 1:00 15 00 loGO 1.00 1809 L 00 1000 2100 2200 2300 2:00 6100 0200 0300 0400 0500 0600 0700 0800 090 0 1000 1100 1200 Totals L2 1: li LI la _. ]) LJ )Z 1: )_~ 8 j G ) O O U L ~ 11 I) )1 )L ~0S AM Peak Hour .................... 08:00 to 09:00 (17 vehicles) PM Peak Hour .................... 18:00 to 19:00 (31 vehicles) 24-Hour Moving Total 13:v~.~- .;4 1S:~~e- ~-_ 1_:~r.~- .:4 16:00- ~~; 17:00- _~: 1a:90- 269 19:99- 274 2o:o9- a79 :1:90- _;~ ._... _;_ .....- 2;~ ~,.~.- 273 91:GC- X74 92:G0- 2.2 03:09- _~i G4:OG- .72 .~.- .. ~6:..- ..S 7i:..- 271 PB:..- 69 09:.. _~. 1G:00- 279 11:00- _.. 12:00- _-- Wednesday 08/26/92 Channel: 1 Direction: E 1;00 1:00 1:00 l:,r~, 1;n0 )~~~~~ i_np 2r_90 2100 22~n 2399_"i 0100 0200 ~?~U~ u~00 G~00 0600 9i0G u800 0909 1000 1100 1200 iotels i3 19 . 1 14 =: _. lc i6 2 1 ~ 9 _ 11 2G 17 13 259 AM Peak Hour .................... 09:00 to 10:00 (20 vehicles) PP4 Peak Hour .................... 17:00 to 18:00 (26 vehicles) 24-Hour Moving Total 13:i'0- 235 14:GG- i36 15:OG- 291 U:O~_~- _ _ 17:60- i34 1"0:00-sdl 1;:00- 355 20:09- :57 =1:09- ?~: ._.~.- ~__ ~3:.~- --= --...- ..~ ul:ci- 2~. G?:00- --. ...OG- _._ 94:00- ~_. _:~~~.~- ~_. ~~6r.9- :~- :;:90- _» _._.- __. ...~- 253 10:90- _._ ll:a~~~- _6s 12:09- X59 Vo 1 ume R e p o r t Mar 1 en e ( E a s t~ ' Thursday 08/27/92 Channel: 1 Direction: E 1300 1400 1100 1500 1700 1200 1900 2000 2100 2200 2.00 2,00 0100 0200 02Q0 000 0500 X500 0700 0800 0900 1000 1100 1200 Totals 23 15 20 23 17 29 19 25 18 10 8 2 2 G 9 I 3 4 6 13 13 11 8 27B AM Peak Hour .................... 08:00 to 09:00 (14 vehicles) PM Peak Hour .................... 17:00 to 18:00 (29 vehicles) 24-Hour Movin q Total 13:00- 209 15:00- e'SS 15:00- 263 16:00- 272 17:00- 205 18:00- 268 19:00- 271 20:00- 270 21:60- 279 22:00- 280 23:00- 282 2::00- 282 61:00- 286 02:00- 287 03:00- 287 04:00- 291 .3:OG- 2~2 00:v0- 2+~ ;7:00- 295 ..~~- _.~ ~,...- 296 10:60- 289 11:00- 283 12:00- 278 Friday 08/28/92 Channel: 1 Direction: E 1300 1500 1;0 - - - 0 1600 1700 1800 1900 2000 2100 2290 2300 2=00 0100 0200 0=00 0500 0500 0600 0100 0800 0900 1000 1100 1200 - - - - - - - - - - - - - - Totals 18 27 ~~ AM Peak Hour .................... Unavailable PM Peak Hour .................... 13:00 to 14:00 (27 vehicles) 24-Hour Movin q Total 13:00- 273 14:00- i85 12:00- NSA 15:00- S-p 17:00- 9(A 18:00- N/A 19:00- Y/A 20:00- NiA ;eaerate^ ~ aSC30Gri "ier=io- i.OG Gapzricht 1990, 1:91 :!itror. Location .......... Marlene (East) Location Code ..... 71 County ............ men Recorder Set ...... 08/24/92 09:43 - Recording Start ... 08/24/92 12:00 J Recording End ..... 08/28/92 14:00 Sample Time ....... 60 Minutes Operator Number ... 7 JJJ Machine Plumber .... 100 Channel ........... 2 Divide By ......... 2 Summation ......... No Two-Way ........... Yes Monday 08/24/92 Channel: 2 Direction: W 1300 1SG0 lr,'G 15^~'.~ 1T;~^ 1:00 1900 2000 i1G0 «nn 2j~,,G ~_Gc 91Gn y~ag r80G O~GG 6500 6600 GIGO 0800 0900 1000 11;0 Ii9G Totem 1 _ ~ 1. cl L- 15 11 ~ _ 9 a 17 17 -_ 1'.' ? _S1 AM Peak Hour .................... 08:00 to 09:00 (23 vehicles) PM Peak Hour .................... 17:00 to 18:00 (21 vehicles) Tuesday 08/25/92 Channel: 2 Direction: W 1.0'i l:ci lc}n lc,,rn I;cn t8 nn lgnG ~:~cG 21C°:~ i.Z00 Z=GG 2:GG 9100 0200 GGOG 'G:OG GIGO 6500 G7GG v80G G3GG 1900 1100 I~OG Natal: - - = = = = = - - - - - - - - - - - - - - - - - - l: ,. ." :i 1: :1 _~ l~ 11 ll _ ~ _ ~ _ ~ 1S ld 1~ i` ___ 11M Peak Hour .................... 08:00 to 09:00 (18 vehicles) PM Peak Hour .................... 18:00 to 19:00 (23 vehicles) c4-Hour 14oving Total 1::s~- ..1 .:...- _:~ 1=:9n_ ..1 16:G~:- -=- li:'.:- _~ 19:00- ~=3 1>:9G- 51 _9:00- 1 Wednesday 08/26/92 Channel: 2 Direction: W - 1 li0': 1. cc 11:: L_~G 190i' . i1.C ' _ nlpn _;r0 ' -, G,_n0 'i=pn G5G0 6700 ~inGG 4i9G 1900 I1CG 100':' latala AM Peak Hour .................... 07:00 to 08:00 (22 vehicles) ~k~e '~~~ PM Peak Hour .................... 16:00 to 17:00 (58 vehiclesl 24-Hour P4oving 'POtal L ...- GI .-...- --- 1~:GG- -;: 15:Gi~- _._ i;...- _:. L:..- .5i ..:UO- .75 _.:GG- cl :... ..: ...... .:1 :,...- .:_ ~.:C^:- 1:.~- .3l ..:0'i- ,.. .:GC'- :89 ... - - .. - ._ .._- :1 ~,:~~^_ _...- _Ji .._- -~:5 1G:GC- ;G6 :I:00- _~ li:nn_ Vo 1 ume R epo r t ~ ' Mar 1 en e ( East) Thursday 08/27/92 Channel: 2 Direction: W 1300 1400 li00 1600 1700 1800 1900 2000 2100 2200 2300 2900 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 Totals 16 22 11 1; 14 13 22 21 8 4 5 . 4 2 1 8 ~ l0 24 ? 10 l0 270 AM Peak Hour . ................... 08:00 to 09:00 (24 vehicles) PM Peak Hour . ................... 13:00 to 14:00 (22 vehicles) 24-Hour Moving Total 13:00- 408 14:u0- 404 15:00- 384 16:60- 357 17:00- 323 18:00- 293 19:00- 278 20:00- 260 21:08- 263 22:00- 255 23:00- 255 24:90- 256 01:00- 271 02: 0 - 2 0 70 03:00- 273 04?:0 0- 275 :J:UU' LIO :~:~'~~- LI`. 'e 1:0~- L~J b~0:UU- cJ/ UJ:9U' ~ q~ q [ L~9 10:00- LU6 11:09' 264 p 12:09' L19 Friday 08/28/92 Channel: 2 Direction: W 1300 1400 1500 1606 1700 1800 1900 2000 2100 2200 2300 2900 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 Totals 22 19 el AM Peak Hour . ................... Unavailable PM Peak Hour . ................... 12:00 to 13:00 (22 vehicles) 24-Hour Moving Total 13:00- 274 14:x0- X71 15:00- 9/A 15:00- 9jA 17:00- y~A 18;00- N/A 19:00- 9/A 20:00- 9/A Y C.f. CAMPBELL, DIRECTOR Es Olllclo Roetl Commlaalorrer -County Surveyor County Enginaar COUNTY OF MENDOCINO DEPARTMENT OF PUBLIC WORKS UKIAH, CALIFORNIA 95482 (707)463-4363 FAX (707) 463-5474 9 August 1993 Bill Beard City of Ukiah City Hall 300 Seminary Avenue Dear Bill; DIVISIONS Adminlelrellon 8 Business Airports Engineering and Technical Assistance Land Improvement Tran sportallon/Roads Solid Waste Management Enclosed are the traffic volume counts for Betty, Marlene, and Lorraine Streets, and Waugh Lane. Locations for the counts and the corresponding location codes are shown on the attached map. Hastings Road was not counted because of paving operations, otherwise, these are the same as the locations which were done last September. Counters were checked each morning and refastened if needed. The following problems were noted: 7-23-93 Marlene St. (west) Channel 2 hose pulled up and tossed to side of road. Refastened a[ 9:00 am. 7-27-93 Waugh Lane (north) Channel 2 hose pulled loose sometime since 9:00 pm. Refastened at 3:30 pm. Appears to be straight. Counts should be alright. 7-28-93 Waugh Lane (north) Channel 2 hose pulled up since 3:30 am yesterday. Large curve in hose. Counts are suspect If you have any questions, please call Steve Ford at 463-4363. Doug ; Senior Engineer Enclosure cc: Steve Ford H: \UKIAHCVR. LTR ORice Address: 3G0 Lake Mendocino Drive Melling Address: Courthouse Yours Truly, Volume C ount Rep o r t Generated by MSC3000 Version 2.00 Copyright 1990, 1991 Mitroi ~~ Location .......... LORRAINE STREET Location Code ..... 72 County ............ Ukiah Recorder Set ...... 07/14/93 10:18 Recording Start ... 07/14/93 13:00 Recording End ..... 07/21/93 13:00 Sample Time ....... 60 Minutes Operator Number ... 7 Machine Number .... 200 Channel ........... 1 Divide By ......... 2 Summation ......... No Two-Way ........... Yes Wednesday 07/14/93 Channel: 1 Direction: S 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals 46 31 37 31 39 28 21 33 19 12 8 7 2 2 0 6 6 15 10 27 30 29 90 90 l 522 ' AM Peak Hour .................... 11:00 to 12:00 (40 vehicles) PM Peak Hour .................... 13:00 to 14:00 (46 vehicles) Thursday 07/15/93 Channel: 1 Direction: S 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 0100 0200 0300 0900 0500 0600 0700 0800 0900 100 1100 1200 1300 Totals 44 30 36 50 53 39 30 32 24 13 9 3 4 3 0 4 9 19 20 28 90 51 98 92 ( 621 ~ AM Peak Hour .................... 10:00 to 11:00 (51 vehicles) PM Peak Hour .................... 17:00 to 18:00 (53 vehicles) 24-Hour Moving Total 19:00- 520 15:00- 519 16:00- 518 17:00- 537 18:00- 556 19:00- 567 20:00- 576 21:00- 575 22:00- 580 23:00- 581 24:00- 582 01:00- 578 02:00- 580 03:00- 581 09:00- 581 05:00- 579 06:00- 577 07:00- 576 08:00- 578 09:00- 579 10:00- 589 11:00- 611 12:00- 619 13:00- 621 Friday 07/16/93 Channel: 1 Direction: S 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals - - - - - - - - - - - - - - - - - - - - - - - - - 3B 61 93 65 43 38 36 39 20 11 12 2 6 0 1 0 0 7 2] 17 40 33 35 39 ~~ 602 ~ AM Peak Hour .................... 09:00 to 10:00 (40 vehicles) PM Peak Hour .................... 16:00 to 17:00 (65 vehicles) 24-Hour Moving Total 14:00- 615 15:00- 646 16:00- 653 17:00- 668 18:00- 658 19:00- 657 20:00- 663 21;00- 665 22:00- 661 23:00- 659 29:00- 662 01:00- 661 02:00- 663 03:00- 660 04:00- 661 05:00- 657 06:00- 653 07:00- 696 08:00- 697 09:00- 636 10:00- 636 11:00- 618 12:00- 605 13:00- 602 tom, ~^~~ Volume Report ~ ' LORRA=NE STREET ' / / f ~ Saturday 07/17/93 Channel: 1 Direction: S 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 O1D0 0200 03D0 D9D0 050D 06D0 0700 D800 0900 1000 1100 1200 1300 Totals 60 34 32 50 39 27 37 30 26 8 8 6 6 4 0 2 4 B 3 12 19 29 36 44 519 AM Peak Hour .................... 11:00 to 12:00 (36 vehicles) PM Peak Hour .................... 13:00 to 14:00 (60 vehicles) 24-Hour Moving Total 14:00- 629 15:00- 597 16:00- 586 17:00- 571 18:00- 562 19:D0- 551 20:00- 552 21:00- 598 22:00- 554 23:00- 551 29:00- 547 O1:OD- 551 02:00- 551 03:00- 555 04:00- 559 05:00- 556 06:00- 560 07:00- 561 08:00- 543 09:00- 538 10:00- 517 11:00- 513 12:00- 519 13:00- 519 Sunday 07/18/93 Channel: 1 Direction: S 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals 38 30 39 29 32 35 25 91 24 15 5 2 2 0 3 3 5 15 19 30 22 29 99 93 535 AM Peak Hour .................... 11:00 to 12:00 (49 vehicles) PM Peak Hour .................... 12:00 to 13:00 (43 vehicles) 24-Hour Moving Total 19:00- 997 15:00- 993 16:00- 500 17:00- 479 18:00- 477 19;00- 985 20:00- 973 21:00- 409 22:00- 982 23:00- 489 29:00- 986 01:00- 982 02:00- 978 03:00- 974 09:00- 977 05:00- 978 06:00- 479 07:00- 4B6 08:00- 502 09:00- 520 10:00- 523 11:00- 523 12:00- 536 13:00- 535 Monday 07/19/93 Channel: 1 Direction: S 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals 60 55 37 53 95 35 30 38 23 19 9 7 3 1 0 5 3 13 Z1 28 27 19 92 34 6D2 AM Peak Hour .................... 11:00 to 12:00 (42 vehicles) PM Peak Hour .................... 13:00 to 14:00 (60 vehicles) 24-Hour Moving Total 19:00- 557 15:00- 582 16:00- 580 17:00- 609 18:00- 617 19:00- 617 20:00- 622 21:00- 619 22:00- 618 23:00- 617 29:00- 621 01:00- 626 02:00- 627 03:00- 620 09:00- 625 05:00- 627 06:00- 625 01:00- 623 08:00- 625 09:00- 623 10:D0- 628 11:00- 61B 12:00- 611 13:00- 602 Tuesday 07/20/93 Chann el: 1 Direction: S 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals 59 90 9 3 45 39 90 43 32 21 5 5 5 3 2 0 9 5 13 20 39 29 43 98 99 (622 v~' a3 AM Peak .Ty- ~3 Hour . .... ..... ... ....... 11:00 to 12:00 (48 vehicles) _ a i " PM Peak Hour . .... ..... ... ....... 13:00 to 14:00 (54 vehicles) 24-Hour Moving Total 14:00- 596 15:00- 581 16:00- 587 17:00- 579 18:00- 573 19:00- 578 20:00- 591 21:00- 505 22:00- 583 23:00- 574 24:00- 570 01:00- 568 02:OD- 568 03:00- 569 09:00- 569 05:00- 568 06:00- 570 07:00- 570 D8:00- 569 09:00- 575 l0:OD- 577 11:00- 601 12:00- 607 13:OD- 622 Vo 1 um e Count Repo r t Generated by 11SC3000 Version 2.00 Copyright 1990, 1991 Mitro° °°^«^-^ Location .. .. Location Code . County ........ Recorder Set .. Recording Start Recording End . Sample Time ... Operator Number Machine Number Channel ....... Divide By ..... Summation ..... Two-Way ....... LORRAINE STREET 72 Ukiah 07/14/93 10:18 07/14/93 13:00 07/21/93 13:00 60 Minutes 7 200 2 2 No Yes Wednesday 07/14/93 Channel: 2 Direction: N 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals 1 36 28 34 30 31 31 21 19 19 13 5 3 1 0 0 3 0 5 19 18 27 17 22 26 (903 AM Peak Hour .................... 09:00 to 10:00 (27 vehicles) PM Peak Hour .................... 13:00 to 14:00 (36 vehicles) Thursday 07/15/93 Channel: 2 Direction: N 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 D50D 0600 0700 0800 0900 1000 1100 1200 1300 Totals 32 20 34 93 35 32 28 29 19 9 5 1 2 3 0 3 2 4 17 30 22 34 30 39 ! 468 ) AM Peak Hour .................... 10:00 to 11:00 (34 vehicles) PM Peak Hour .................... 16:00 to 17:00 (43 vehicles) 24-Hour Moving Total 14:00- 399 15:00- 391 16:00- 391 17:00- 409 18:00- 908 19:00- 909 20:00- 416 21:00- 421 22:00- 926 23:00- 922 29:00- 922 01:00- 920 02:00- 421 03:00- 924 09:00- 429 05:00- 924 06:00- 426 07:00- 425 08:00- 923 09:00- 435 10:00- 430 11:00- 497 12:00- 455 13:00- 468 Friday 07/16/93 Channel: 2 Direction: N 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0900 0500 0600 0700 0000 0900 1000 1100 1200 1300 Totals 46 39 35 94 30 27 28 26 20 15 9 7 9 2 0 0 2 6 12 15 2B 24 14 21 499 ~ AM Peak Hour .................... 09:00 to 10:00 (28 vehicles) PM Peak Hour .................... 13:00 to 14:00 (96 vehicles) 24-Hour Moving Total 19:00- 482 15:00- 996 16:00- 497 17:00- 498 18:00- 493 19:00- 98B 20:00- 988 21:00- 990 22:00- 991 23:00- 997 29:00- 501 01:00- 507 02:00- 509 03:00- 500 09:00- 508 05:00- 505 06:00- 505 07:00- 507 08:00- 502 09:00- 907 10:00- 493 11:00- 983 12:00- 467 13:00- 999 Va 1 um a Report ~ LORRA = NE S T RE E T Saturday 07/17/93 Channel: 2 Direction: N 1900 1500 1600 1700 IBDO 1900 200D 2100 2200 2300 2900 OlOD 0200 0300 0400 0500 0600 0700 D800 0900 1000 1100 1200 130D Totals - - - - - - - - - - - - - - - - - - - - - - - - - 33 17 28 46 22 22 26 16 18 12 8 3 11 3 1 2 2 5 6 9 7 20 13 23 398 AM Peak Hour .................... 10:00 to 11:00 (20 vehicles) PM Peak Hour .................... 16:00 to 17:00 (46 vehicles) 24-Hour Moving Total 14:00- 436 15:00- 419 16:00- 912 17:00- 914 18:00- 406 19:00- 901 20:00- 399 21:00- 389 22:00- 387 23:00- 389 24:00- 383 O1:OD- 379 D2:00- 386 03:00- 387 09:00- 388 05:00- 390 06:00- 390 07:00- 389 08:00- 383 09:00- 372 10:00- 351 11:00- 397 12:00- 396 13:00- 398 Sunday 07/18/93 Channel: 2 Direction: N 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals 28 26 31 28 25 30 23 30 15 10 7 6 I I 3 9 9 8 19 29 29 21 29 22 919 AM Peak Hour .................... 11:00 to 12:00 (29 vehicles) PM Peak Hour .................... 15:00 to 16:00 (31 vehicles) 24-Hour Moving Total 19:00- 393 15:00- 352 16:00- 355 17:00- 337 18:00- 390 19:00- 348 20:00- 345 21:00- 359 22:OD- 356 23:00- 359 29:00- 353 01:00- 356 02:00- 396 03:00- 349 09:00- 396 D5:00- 348 06:00- 350 07:00- 353 08:00- 361 09:00- 381 10:00- 398 11:00- 399 12:00- 415 13:00- 914 Monday 07/19/93 Channel: 2 Direction: N 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals 28 36 29 90 38 37 16 27 14 17 9 6 2 0 D 5 2 9 12 14 10 21 34 32 441 5v 3 J 3 ~ AM Peak Hour .................... 11:00 to 12:00 (34 vehicles) PM Peak Hour .................... 16:00 to 17:00 (40 vehicles) 24-Hour Moving Total 14:00- 914 15:00- 924 16:00- 417 17:00- 429 18:00- 442 19:00- 499 20:00- 492 21:00- 939 22:00- 93B 23:00- 495 24:00- 997 01:00- 497 02:00- 498 03:00- 997 09:D0- 999 05:00- 995 06:00- 493 07:00- 999 08:00- 992 09:00- 932 10:00- 926 11:00- 426 12:00- 931 13:00- 991 Tuesday 07/20/93 Channel: 2 Direction: N 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 Potals 26 32 31 34 3D 26 20 32 13 9 3 0 2 2 1 5 3 6 18 15 10 22 18 23 376 AM Peak Hour .................... 10:00 to 11:00 (22 vehicles) PM Peak Hour .................... 16:00 to 17:00 (34 vehicles) 24-Hour Moving Total 14:00- 939 15:00- 435 16:00- 992 17:00- 436 18:00- 428 19:00- 417 20:00- 421 21:00- 926 22:00- 425 23:OD- 912 24:00- 906 01:00- 900 02:00- 400 03:00- 902 04:00- 903 05:00- 903 06:00- 404 07:00- 901 08;00- 907 09:00- 908 10:00- 900 11:00- 901 12:00- 385 13:00- 376 Vo 1 ume Count Repo r t Generated by MSC3000 Version 2.00 Copyright 1990, 1991 Mitro Location .......... MARLENE STREET (: Location Code ..... 71 County ............ Ukiah Recorder Set ...... 07/14/93 10:13 Recording Start ... 07/14/93 13:00 Recording End ..... 07/21/93 13:00 Sample Time ....... 60 Minutes Operator Number ... 7 Machine Number .... 100 Channel ........... 1 Divide By ......... 2 Summation ......... No Two-Way ........... Yes Wednesday 07/14/93 Channel: 1 Direction: E 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals 32 39 91 32 28 92 22 17 10 11 5 6 2 0 0 3 1 8 29 25 24 24 31 29 961 AM Peak Hour .................... 11:00 to 12:00 (31 vehicles) PM Peak Hour .................... 18:00 to 19:00 (42 vehicles) Thursday 07/15/93 Channel: 1 Direction: E 1900 150D 1600 1700 1800 ]900 2000 2100 220D 230D 2900 O1D0 0200 D300 0400 0500 0600 0700 0800 090D 100 1100 1200 1300 Totals 92 25 30 45 94 39 27 22 23 12 7 2 2 3 1 2 2 8 27 31 24 25 32 32 507 AM Peak Hour ........... ......... 11:00 to 12:00 (32 vehicles) PM Peak Hour . .......... ......... 16:00 to 17:00 (45 vehicles) 24-Hour Moving Total 14:00- 971 15:00- 457 16:00- 996 17:00- 959 18:00- 475 19:00- 972 20:00- 977 21:00- 482 22:00- 995 23:D0- 996 29:00- 998 O1:OD- 994 02:00- 994 03:00- 497 04:00- 998 05:00- 997 06:00- 498 07:00- 498 08:00- 496 09:00- 502 10:00- 502 11:00- 503 12:00- 509 13:00- 507 Friday 07/1 6/93 Channel: 1 Direction: E 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals 42 37 36 94 28 96 30 19 22 10 11 3 8 1 1 0 1 3 13 13 39 36 25 27 495 AM Peak Hour . .......... ......... 09:00 to 10:00 (39 vehicles) PM Peak Hour . .......... ......... 18:00 to 19:00 (46 vehicles) 24-Hour Moving Total 14:00- 507 15:00- 519 16:00- 525 17:00- 524 18:00- 500 19:00- 515 20:00- 518 21:00- 515 22:00- 519 23:00- 512 24:00- 516 O1:OD- 517 02:00- 523 D3:00- 521 09:00- 521 05:00- 519 06:00- 518 07:00- 513 08:00- 499 09:00- 481 10:00- 996 11:00- 507 12;00- 500 13:00- 995 \~ Volume Report 'MARLENE STREET (East)' page 2 ~p Saturday 07/17/93 Channel: 1 Direction: E 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 020D 03D0 0400 D500 0600 0700 OB00 0900 1000 1100 1200 1300 Totals 35 29 28 38 23 20 30 19 17 14 5 5 5 7 1 0 2 4 10 6 19 29 21 38 385 AM Peak Hour .................... 10:00 to 11:00 (24 vehicles) PM Peak Hour .................... 12:00 to 13:00 (38 vehicles) 24-Hour Moving Total 14:00- 480 15:OD- 475 16:00- 467 17:00- 461 18:00- 456 19:00- 430 20:00- 930 21:00- 925 22:00- 920 23:00- 924 29:D0- 418 01:00- 920 02:00- 917 D3:00- 923 09:00- 923 OS:DO- 423 06:00- 924 07:00- 925 08:00- 922 09:00- 915 10:00- 390 11:00- 378 12:00- 379 13:00- 385 Sunday 07/18/93 Channel: 1 Direction: E 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 ]100 1200 1300 Totals 29 15 31 23 26 21 29 32 12 21 7 3 0 2 1 2 1 13 22 22 0 0 0 0 307 AM Peak Hour .................... 07:00 to 08:00 (22 vehicles) PM Peak Hour .................... 20:00 to 21:00 (32 vehicles) 24-Hour Moving Total 14:00- 374 15:00- 365 16:00- 368 17:00- 353 18:00- 356 19:00- 357 20:00- 356 21:00- 379 22:00- 369 23:00- 376 29:00- 378 01:00- 376 02:00- 371 03:D0- 366 09:00- 366 05:D0- 368 06:00- 367 07:00- 376 08:00- 388 09:00- 409 10:00- 390 11:00- 366 12:00- 345 13:00- 307 ~, Monday 07/19/93 Channel: 1 Direction: E 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals 0 0 0 2B 32 95 22 22 8 19 19 2 3 1 0 2 3 8 24 20 35 17 39 39 378 AM Peak Hour .................... 09:00 to 10:00 (35 vehicles) PM Peak Hour .................... 18:00 to 19:00 (45 vehicles) 24-Hour Moving Total 14;00- 203 15:00- 268 16:00- 237 17:00- 242 18:00- 298 19:00- 272 20:00- 265 21:00- 255 22:00- 251 23:00- 299 29:00- 256 01:00- 255 D2:00- 258 03:00- 257 D4:00- 256 05:00- 256 06:00- 258 07:00- 253 08:00- 255 09:00- 253 10:00- 288 11:00- 305 12:00- 339 13:00- 378 Tuesday 07/20/93 Channel: 1 Direction: E 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals 33 36 92 39 33 36 21 27 19 10 7 3 9 2 0 2 3 8 25 23 23 34 23 34 482 AM Peak Hour .................... 10:00 to 11:00 (34 vehicles) PM Peak Hour .................... 15:00 to 16:00 (42 vehicles) 24-Hour Moving Total 14:00- 411 15:00- 497 16:00- 489 17:00- 500 18:00- 501 19:00- 492 20:00- 491 21:00- 496 22:00- 502 23:00- 993 24:D0- 986 01:00- 487 02:00- 488 03:00- 989 09:00- 989 05:00- 989 06:00- 989 D7:00- 489 08:00- 490 09:00- 993 10:00- 981 11:00- 498 12:00- 987 13:00- 982 Volume Caunt Report Generated by MSC3000 Version 2.00 Copyright 1990, 1991 Mitro Location .. .. Location Code . County ........ Recorder Set .. Recording Start Recording End . Sample Time ... Operator Number Machine Number Channel ....... Divide By ..... Summation ..... Two-Way ....... MARLENE STREET 71 Ukiah 07/14/93 10:13 07/14/93 13:00 07/21/93 13:00 60 Minutes 7 100 2 2 No Yes Wednesday 07/14/93 Channel: 2 Direction: W 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals 36 28 91 36 96 30 22 30 22 9 5 7 3 1 0 2 2 9 16 23 27 26 99 38 503 AM Peak Hour .................... 11:00 to 12:00 (44 vehicles) PM Peak Hour .................... 17:00 to 18:00 (46 vehicles) Thursday 07/15/93 Channel: 2 Direction: W ~, 1900 1500 1600 170D 1800 1900 2000 2100 2200 23D0 29DD 0100 0200 0300 0900 0500 060D 0700 OB00 0900 1000 110D 1200 1300 Totals 46 40 95 55 57 42 31 27 17 8 7 2 3 3 2 2 9 8 21 30 41 37 39 39 601 AM Peak Hour .................... 09:00 to 10:00 (41 vehicles) PM Peak Hour .................... 17:00 to 18:00 (57 vehicles) 24-Hour Moving Total 14:00- 513 15:00- 525 16:00- 529 17:00- 548 18:00- 559 19:00- 571 20:00- 580 21:00- 577 22:00- 572 23:00- 571 29:00- 573 01:00- 568 02:00- 568 03:00- 570 D4:00- 572 05:00- 572 06:00- 574 07:00- 573 08:00- 578 09:00- 585 10:00- S99 11:00- 610 12:00- 600 13:00- 601 Friday 07/16/93 Channel: 2 Direction: W 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 OB00 0900 1000 1100 1200 1300 Totals 91 55 48 63 60 38 31 32 22 9 8 3 5 0 9 0 0 2 15 16 34 39 93 32 600 AM Peak Hour .................... 11:00 to 12:00 (43 vehicles) PM Peak Hour .................... 16:00 to 17:00 (63 vehicles) 24-Hour Moving Total 19:00- 596 15:00- 611 ]6:00- 619 17:00- 622 18;00- 625 19:00- 621 20:00- 621 21:00- 626 22:00- 631 23:D0- 632 29:00- 633 01:00- 634 02:00- 636 03:00- 633 04:G0- 635 OS:OD- 633 06:00- 629 07:00- 623 08:00- 617 09:00- 603 10:00- 596 ]1:00- 598 12:00- 607 13:00- 600 td~ Volume Report 'MARLENE STREET (East)' page 2 E~ Saturday 07/17/93 Channel: 2 Direction: W 1400 1500 1600 1700 1800 19D0 2D00 2100 22D0 2300 2900 0100 0200 0300 0900 0500 0600 D700 0800 0900 1000 1100 1200 1300 - - - - - - - - - - - - - - - - - - - - - - - - Totals - 57 35 3 8 S2 91 34 45 33 27 19 21 11 9 7 4 0 2 8 8 14 32 26 29 32 564 AM Peak Hour .................... 09:00 to 10:00 (32 vehicles) PM Peak Hour .................... 13:00 to 14:00 (57 vehicles) 24-Hour Moving Total 14:00- 616 15:00- 596 16:00- 586 17:00- 575 18:00- 556 19:00- 552 20:00- 566 21:00- 567 22:00- 572 23:00- 582 29:OD- 595 O1:OD- 603 D2:00- 6D7 03:00- 614 04:00- 619 05:00- 619 06:00- 616 07:00- 622 08:00- 615 09:00- 613 10:00- 611 11:00- 598 12:00- 584 13:00- 589 Sunday 07/18/93 Channel: 2 Direction: W 1400 1500 160 - - - 0 1700 1800 1900 2000 2100 2200 2300 2900 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 - - - - - - - - - - - - - - - - - - - - - Totals - 32 23 9 7 36 35 32 17 26 27 18 17 5 4 3 9 3 5 11 19 28 6B 53 79 79 671 AM Peak Hour .................... 11:00 to 12:00 (79 vehicles) PM Peak Hour .................... 12:00 to 13:00 (79 vehicles) 24-Hour Moving Total 14:00- 559 15:00- S47 16:OD- 556 17:00- 590 18:00- 534 19:00- 532 20:00- 509 21:00- 497 22:00- 497 23:D0- 996 24:00- 992 01:00- 486 02:00- 481 D3:00- 977 09:00- 477 05:00- 480 06:00- 983 07:00- 986 08:00- 497 09:00- 511 ]0:00- 597 11:00- 579 12:00- 624 13:00- 671 ~. Monday 07/19/93 Channel: 2 Direction: W 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals 89 BO 5 4 64 39 36 23 35 21 5 3 8 3 2 D 3 2 6 10 24 22 18 99 92 628 AM Peak Hour .................... 11:00 to 12:00 (44 vehicles) PM Peak Hour .................... 13:00 to 14:00 (84 vehicles) 24-Hour Moving Total 19:00- 723 15:00- 780 16:00- 787 17:00- 815 18:00- 819 19:00- 823 20:00- 829 21:00- 838 22:00- 832 23:00- 819 29:00- 805 D1:00- BOB 02:00- B07 03:OD- 806 09:00- BO2 05:00- 802 06:OD- 799 07:00- 794 08:00- 785 09:00- 781 10:00- 735 11:00- 700 12:00- 665 13:00- 628 Tuesday 07/20/93 Channel: 2 Direction: W 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals 51 39 3 9 98 50 93 28 35 21 5 9 6 4 1 0 0 3 3 16 26 23 30 36 36 599 AM Peak Hour .................... 11:00 to 12:00 (36 vehicles) PM Peak Hour .................... 13:00 to 14:00 (51 vehicles) 24-Hour Moving Total 19:00- 595 15:00- 554 16:00- 539 ]7:00- 523 18:00- 534 19:00- 591 20:00- 596 21:00- 596 22:00- 596 23:00- 546 29:OD- 597 01:00- 545 02:00- 596 03:OD- 595 04:00- 595 05:00- 542 06:00- 593 07:00- 590 08:00- 596 09:00- 548 10:00- 549 11:00- 561 12:00- 553 13:00- 549 a'" C.F. CAMPBELL, DIRECTOR Ee Olliclo Road Commissioner-County Surveyor COUNTY OF MENDOCINO County Engineer DEPARTMENT OF PUBLIC WORKS UKIAH, CALIFORNIA 95482 (707)463-4363 FAX (707) 463-5474 1 June 1994 TO: Rick Kennedy, Director of Public Works, City of Ukiah FROM: Stephen Ford, Traffic Engineer I, Mendocino County -~ DIVISIONS Adminlatrellon 8 Buslneae Airports Engineering end Technical Assistance Land Improvement Trensporlatlon/Roads Solid Waele Msnegemenl SUBJECT: TRAFFIC COUNTS IN THE VICINITY OF REDWOOD BUSINESS PARK Enclosed are the traffic volume counts for Betty, Marlene, and Lorraine Streets, Waugh Lane, and Hastings Avenue. Locations for the counts and the corresponding codes are shown on the attached map. These are the same locations which were counted in September 1992 and August 1993. Counters were checked each morning and refastened if needed. Please note the following: Location #72 was only counted for three and one half days because of problems with ttre counter. Counters at locations #71, 72, 73, and 74 were retrieved before 10:00 AM on 'T'hursday 12 May 1994. 5-11-94 Marlene St. (east), Channel 2 hose was found pulled loose when the counter was retrieved. 5-22-94 Waugh Lane (north), Channel 1 hose pulled loose sometime Sunday afternoon. Refastened before 9:00 AM Monday. Because the machine uses Channel 1 counts to calculate Channel 2 counts, •and not vice versa, Channel 2 counts are high. 5-25-94 Waugh Lane (north), Channel 2 hose pulled apart Wednesday afternoon. Refastened at 9:05 AM Thursday. Channel 1 counts unaffected as per above. If you have any questions, please call me at 463-4363. Enclosures cc: Doug Ettinger File 25-8.1 U:\UKIAIICVR.MUM Ollice Address: J40 Laks Mendodno Drive I Melling Addreu: Courlhawe Volume Couat Re o r t Generate by HSC3 0 Version 2.D0 Copyrig t 1990, 19 N trop Systeea Corporation Location .......... LORRAINE STREET Location Code ..... 72 County ...... Ukiah Recorder Set ...... 05/04/94 09:34 Recording Start ... 05/05/94 00:00 Recording End ..... 05/08/94 13:00 Sample Time ....... 60 Minutes Operator Number ... 700 Machine Number .... 200 Channel ........... 1 Divide By ......... 2 Summation ......... No Two-Way ........... Yes Thursday 05/05/99 Channel: 1 Direction: S 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals 8 0 3 2 3 9 15 16 59 78 95 93 115 95 105 127 110 113 94 79 99 33 6 2 1357 AM Peak Hour ................... . 10:00 to 11:00 (95 vehicles) PM Peak Hour ................... . 15:00 to 16:00 (127 vehicles) Friday 05/06/94 Channel: 1 Direction: 3 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1900 1500 1600 170D 1800 1900 2000 2100 2200 2300 2900 'fotale 4 7 1 1 3 5 15 35 62 65 112 91 150 132 109 119 113 124 1 00 74 50 52 19 15 1958 11M Peak Hour ................... . 10:00 to 11:00 (112 vehicles) PM Peak Hour ................... . 12:00 to 13:00 (150. vehicles) 24-Hour Moving Total 01:00- 1353 02:00- 1360 03:00- 1350 04:00- 1357 05:00- 1357 06:00- 135A 07:00- 1358 08:00- 1377 09:00- 1380 10:00- 1367 11:00- 1389 12:00- 1382 13:00- 1417 14:00- 1959 15:00- 1450 16:00- 1950 11:00- 1995 18:00- 1956 19:00- 1962 20:00- 1457 21:00- 1913 22:00- 1432 23:00- 1995 24:00- 1450 Saturday 05/07/94 Channel: 1 Direction: S 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 1300 2400 totals 19 7 5 1 2 3 5 11 94 50 90 130 193 126 132 130 103 119 109 B6 70 25 25 B 1933 AM Peak Hour ................... . 11:00 to 12:00 (130 vehicles) PM Peak Hour ................... . 12:00 to 13:00 (143 vehicles) 24-Hour Movin Total 01:0 - 1960 2:00- 1468 03:00- 1472 09:00- 1472 05:00- 1471 06:00- 1469 07:00- 1959 08:00- 1435 D9:00- 1917 10:00- 1902 11:00- 1380 12:00- 1919 13:00- 1912 19:00- 1906 15:00- 1929 16:00- 1990 17:00- 1430 10:00- 1420 19:00- 1919 20:00- 1941 21:00- 1461 22:00- 1434 23:00- 1490 24:00- 1433 Vo 1 ume R epo r t ~ ~ LORRA = IJE S TREET ' Sunday 05/08/94 Channel: 1 Direction: S 0100 0200 0300 0900 0500 0600 0700 OBOD 0900 1000 1100 1200 1300 1900 1500 1600 1700 1800 1900 2D00 2100 2200 230D 2900 Totals 17 10 2 3 2 6 8 13 92 36 76 99 100 914 AM Peak Hour .......... .... ..... . 11: 00 to 12 :00 (9 9 v ehicle s) PM Peak Hour .......... .... ..... . 12 :00 to 13 :00 (1 00 vehicl es) 24-Hour Movin g Total 01:00- 1436 02:00- 1439 03:00- 1436 04:00- 1438 05:00- 1438 06:00- 1991 07:00- 1444 08:00- 1446 09:00- 1999 10:00- 1930 11:00- 1916 12:00- 1385 13:00- 1392 19:00- N/A 15:00- N/A 16:00- H/A 17:00- N/A 18:00- N/A 19:00- NJA 20:00- N/A 21:00- H/A 22:00- N/A 23:00- N/A 24:00- N/A Volume Count Report Generated by HSC3000 Version 1.00 Copyrigbt 1990, 1991 Hitron Systeis Corporation Location ...... Location Code . County .. Recorder~Set~.. Recording Start Recording End . Sample Time ... Operator Number Machine Number Channel ....... Divide By ..... Summation ..... Two-Way ....... LORRAINE STREET 72 Ukiah 05/04/94 09:34 05/05/94 00:00 05/08/94 13:00 60 Minutes 700 200 2 2 No Yes Thursday 05/05/94 Channel: 2 Direction: N 0100 0200 0300 0400 0500 0600 0700 OB00 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 1300 2900 Totals 2 2 3 1 9 0 5 8 16 19 15 30 90 29 29 29 29 28 13 19 13 10 10 3 337 29b1 Peak Hour .................... 11:00 to 12:00 (30 vehicles) PM Peak Hour .................... 12:00 to 13:00 (40 vehicles) Friday 05/06/94 Channel: 2 Direction: N 0100 0200 0300 09D0 0500 0600 0700 0800 0900 1000 1100 1200 1300 1900 1500 1600 1700 1800 1900 2D00 2100 220D 2300 2900 Totals - - - - - - - - - - - - - - - - - - - - - - - - - 0 1 Z 3 3 1 4 7 5 19 8 14 10 25 10 Z2 27 34 22 15 27 9 13 19 290 i AM Peak Hour ........... ... ...... 09:00 to 10:00 (14 vehicles) PM Peak Hour ........... ......... 17:00 to 18:00 (34 vehicles) 24-Hour Movin g Total 01:00- 335 02:00- 334 03:00- 333 04:00- 335 05:00- 334 06:00- 335 07:00- 334 08:00- 333 09:00- 322 10:00- 322 11:00- 315 12:00- 299 13:00- 269 19:00- 270 15:00- 251 16:OD- 294 17:00- 297 18:00- 253 19:00- 262 20:00- 263 21:00- 277 22:00- 276 23:00- 279 24:00- 290 Saturday 05/ 07/94 Channel: Z Direction: N 0100 0200 0300 0400 0500 0600 0100 0800 0900 1000 1100 1200 1300 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 Totals 1 0 0 1 3 3 3 7 9 6 30 8 5 19 15 9 33 25 7 10 19 9 8 5 230 AM Peak Hour ........... ... ...... 10:00 to 11:00 (30 vehicles) PM Peak Hour ........... ... ...... 16:00 to 17:00 (33 vehicles) 24-Hour Movin Total 01:00- 291 02:00- 290 0 :00- 288 04:00- 286 05:00- 286 06:00- 288 07:00- 287 08:00- 287 09:OD- 291 10:00- 283 11:00- 305 12:00- 199 13:00- 299 19:00- 288 15:00- 293 16:00- 280 17:00- 286 18:00- 277 19:00- 262 20:00- 257 21:00- 244 22:00- 299 23:00- 239 29:00- 230 Volume Report 'LORRA=NE STREET' Sunday 05/08/94 Channel: 2 Direction: N 0100 0200 0300 0900 D500 0600 0700 0000 0900 1000 11D0 1200 1300 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 1900 Totals 5 1 2 3 4 3 2 7 1 14 8 9 32 91 11M Peak Hour .................... 09:00 to 10:00 (14 vehicles) PM Peak Hour ........... ......... 12:00 to 13:00 (32 vehicles) 24-Hour Movin g Total 01:00- 239 02:00- 235 03:00- 237 04:00- 239 05:00- 290 06:00- 290 07:00- 239 OB:00- 239 09:00- 231 10:00- 239 11:00- 217 12:00- 21B 13:00- 295 14:00- N/A 15:00- N/A 16:00- N/A 17:00- N/A 1A:00- N/A 19:00- N/A 20:00- N/A 21:00- N/A 22:00- N/A 23:00- N/A 29:00- N/A Corporation Location .. Location Code . County ........ Recorder Set .. Recording Start Recording End . Sample Time ... Operator Number Machine Number Channel ....... Divide By ..... Summation ..... Two-Way ....... MARLENE STREET 71 Ukiah 05/04/94 09:30 05/05/94 00:00 05/13/94 08:00 60 Minutes 700 100 1 2 No Yea Thursday 05/05/94 Cbanael: 1 0100 0200 0300 0900 0500 0600 0700 OA00 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 totals 5 2 0 1 5 2 9 29 95 93 58 63 85 51 57 7B 68 75 95 50 36 18 7 4 B31 11M Peak Hour .................... 11:00 to 12:00 (63 vehicles) PM Peak Hour .................... 12:00 to 13:00 (85 vehicles) Friday 05/06/94 Channel: 1 Direction: S 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 totals 2 4 1 2 3 3 11 26 57 94 46 62 67 15 59 66 59 66 58 36 29 29 iZ 12 824 AM Peak Hour ........... ... ...... 11:00 to 12:00 (62 vehicles) PM Peak Hour ........... ... ...... 13:00 to 14:00 (75 vehicles) 24-Hour Movin g Total 01:00- 8Z8 02:00- 830 03:00- 831 04:00- 832 05:00- 830 06:00- 831 07:00- 833 08:00- 835 09:00- 897 10:00- B98 11:00- 836 12:00- B35 13:00- 817 19:00- 891 15:00- B93 16:00- 831 17:00- 822 18:00- 813 19:00- 826 20:00- 812 21:00- 805 22:00- B11 23:00- 81fi 24:00- 824 Saturday 05/07/94 Channe l: 1 Direction: S 0100 0200 0300 0900 0500 0600 0700 0800 0900 1400 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 totals fi 5 2 1 2 9 9 10 32 2B 56 90 62 62 6fi 39 63 fit 99 59 28 15 13 11 719 AM Peak Hour ........... ... ...... 10:00 to 11:00 (56 vehicles) PM Peak Hour ........... ... ...... 14:00 to 15:00 (66 vehicles) 24-Hour Movin g Total 01:00- 828 02:00- 829 03:00- 830 09:00- 829 05:00- 828 06:00- B29 07:00- 8I2 08:00- 806 09:00- 781 10:00- 765 11:00- 775 12:00- 753 13:00- 748 19:00- 135 15:00- 792 16:00- 715 17:00- 719 IB:00- 715 19:00- 701 20:00- 719 21:00- 718 22:00- 719 23:00- 720 24:00- 719 Volume__Report 'M19RLENE STREET (East)' page 2 Sunday 05/08/94 Channel: 1 Direction: E D100 0200 0300 0400 0500 0600 070D 0800 0900 1000 1100 1200 1300 1900 1500 1600 11D0 1800 1900 2000 2100 2200 2300 2900 Totals 10 5 1 0 1 2 9 13 21 29 95 31 63 66 50 56 91 47 39 30 35 19 5 3 616 11M Peak Hour .................... 10:00 to 11:00 (45 vehicles) PM Peak Hour .................... 13:00 to 14:00 (66 vehicles) 24-Hour Moving Total 01:00- 123 02:00- 723 03:00- 722 04:00- 721 05:00- 720 06:00- 718 07:00- 710 08:00- 721 09:00- 710 10:00- 711 11:00- 7D0 12:00- 691 13:00- 692 19:00- 696 15:00- 680 16:00- 697 17:00- 675 18:00- 660 19:00- 65S 20:00- 631 21:00- 638 22:00- 632 23:00- 624 29:00- 616 Monday 05/09/94 Channel: 1 Direction: 8 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals - - - - - - - - - - - - - - - - - - - - - - - - - 5 0 0 9 5 2 12 21 39 91 42 53 75 59 5B 98 69 44 57 39 40 ]6 13 9 791 AM Peak Hour .................... 11:00 to 12:00 (53 vehicles) PM Peak Hour .................... 12:00 to 13:00 (75 vehicles) 24-Hour Movfng Total 01:00- 611 02:00- 606 03:00- 605 04:00- 609 05:00- 613 06:00- 613 07:00- 621 08:00- 629 09:00- 692 10:00- 659 11:00- 651 12:00- 673 13:00- 685 19:00- 678 15:00- 686 16:00- 678 17:00- 706 18:00- 703 19:00- 721 20:00- 725 21:00- 730 22:00- 727 23:00- 735 29:00- 741 Tuesday 05/10/94 Channel: 1 Direction: B 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Totals - - - - - - - - - - - - - - - - - - - - - - - - - 2 9 1 1 5 9 9 25 33 30 93 92 64 61 50 53 75 65 99 50 37 33 13 9 798 19M Peak Hour .................... 10:00 to 11:00 (43 vehicles) PM Peak Hour .................... 16:00 to 17:00 (75 vehicles) 24-Hour Moving Total 01;00- 738 02:00- 742 03:00- 743 04:00- 740 05:00- 790 06:00- 792 07:00- 739 08:00- 743 09:00- 792 10:00- 731 11:00- 731 12:00- 721 13:OD- 710 19:00- 712 15:00- 704 16:OD- 709 17:00- 715 18:00- 736 19:00- 723 20:00- 739 21:00- 736 22:00- 753 23:00- 753 29:00- 798 Wednesday 05/11/94 Channel: 1 Direction: E 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 Totals 6 3 0 1 1 5 B 27 37 34 96 57 62 37 62 69 5B 69 54 46 95 25 11 9 772 AM Peak Hour .................... 11:00 to 12:00 (57 vehicles) PM Peak Hour .................... 15:00 to 16:00 (69 vehicles) 24-Hour Moving Total 01:00- 752 02:00- 751 03:00- 750 04:00- 750 05:00- 796 06:00- 747 07:00- 796 08:00- 748 09:00- 752 10:00- 756 11:00- 759 12:00- 774 13:00- 772 19:00- 748 15:00- 760 16:00- 776 17:00- 759 18:00- 163 19:00- 173 20:00- 769 21:00- 777 22:00- 769 23:00- 767 24:00- 772 Voluue_Report, 'MARLSNE STREET (East)' page 3 Thursday 05/12/99 Channel: 1 Direction: E 0100 0200 0300 0900 05D0 0600 0700 0800 0900 1000 ]100 1200 1300 140D 1500 1600 1700 ]800 1900 2000 2100 2200 2300 2400 Totals 1 1 0 2 5 9 it 39 54 27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 149 AM Peak Hour ........... ......... 08:00 to 09:00 (54 vehicles ) PM Peak Hour ........... ......... Unavailable 24-Hour Movin g Total 01:00- 767 02:00- 765 03:00- 765 09:00- 766 05:00- 770 06:00- 779 07:00- 777 08:00- 789 09:00- 806 10:00- 799 11:00- 753 12:00- 696 13:00- 634 19:00- 597 15:00- 535 16:00- 966 17:00- 908 18:00- 339 19:00- 285 20:00- 239 21:00- 199 22:00- 169 23:00- 158 29:00- 149 Friday 05/ 13/94 Channel: 1 Direction: E 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 Totals 0 0 0 0 0 0 0 0 0 AM Peak Hour ........... ......... Unavailable PM Peak Hour ........... ......... Unavailable 24-Hour Movin g Total 01:00- 198 02:00- 147 03:00- 147 04:00- 195 05:00- 190 06:00- 131 07:00- 120 08:00- 81 09:00- N/A 10:00- N/A 11:00- N/A 12:00- N/A 13:00- N/A 19:00- N/A 15:00- N/A 16:00- N/A IT:00- N/A 18:00- N/A 19:00- N/A 20:00- N/A 21:00- N/A 22:00- N/A 23:00- N/A 24:00- N/A Corporation Location .. Location Code . County -••••••• Recorder Set .. Recording Start Recording End . Sample Time ... Operator Number Machine Number Channel ....... Divide BY ••••• Summation ..... Two-Way ....... M1IRLENE STREET (East) 71 Ukiah 05/04/94 09:30 05/05/94 00:00 05/13/94 08:00 60 Minutes 700 100 2 2 No Yes Thursday 05/05/94 Channel: 2 0100 0200 0300 0900 0500 0600 0100 0800 0900 1000 1100 1200 1300 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 totals 8 l 1 0 9 3 11 15 31 51 53 60 82 62 92 7B 83 B3 69 68 99 26 11 9 991 AM peak Hour .................... 11:00 to 12:00 (60 vehicles) PM Peak Hour .................... 14:00 to 15:00 (92 vehicles) Friday 05/06/94 Channel: 2 Direction: W 0100 0200 0300 0400 0500 0600 0700 OBOD 0900 1000 1100 1200 1300 190D 1500 16D0 1700 1800 1900 2000 2100 2200 2300 2400 Totals 6 5 2 0 2 2 10 20 42 42 62 63 97 90 57 78 81 78 74 56 35 30 11 11 959 AM Peak Hour .......... .......... 11:00 to 12:00 (63 vehicles) PM Penk Hour .......... .......... 12:00 to 13:00 (97 vehicles) 24-Hour Movin g Total 01:00- 939 12:00- 942 03:00- 943 04:00- 993 05:00- 941 06:00- 990 07:00- 939 OB:00- 994 09:00- 955 10:00- 996 11:00- 955 12:00- 958 13:00- 973 19:00- 1001 15:00- 966 16:00- 966 17:00- 964 18:00- 959 19:00- 969 20:00- 957 21:00- 943 22:00- 947 23:00- 997 29:00- 959 Saturday 05/ 07/94 Channel: 2 Direction: W 0100 0200 0300 id00 0500 0600 0700 0800 0900 1000 1100 1200 1300 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 totals 11 1 9 2 3 3 5 6 20 36 61 79 73 81 82 83 65 67 66 99 90 12 15 8 879 AM peak Hour .......... .......... 11:00 to 12:00 (74 vehicles) PM Peek Hour .......... .......... 15:00 to 16:00 (83 vehicles) 24-Hour Movin g Total 01:00- 959 12:00- 957 03:00- 959 04:00- 961 05:00- 962 06:00- 963 07:00- 95B 08:00- 944 D9:00- 922 10:00- 916 11:00- 915 11:00- 926 13:00- 902 19:00- B93 15:00- 918 16:00- 923 17:00- 907 ;8:00- 896 19:00- 888 20:00- 881 21:00- 886 22:00- 878 23:00- 882 24:00- 879 Volume Report, 'M21RI,ENE STREET (Bast)' page 2 Sunday 05/08/94 Channel: 2 Direction: W 0100 0200 0300 D900 0500 060D 070D ODOD 0900 1000 1100 1200 1300 1400 150D 1600 17D0 1800 1900 20D0 210D 2200 2300 2400 Totals 14 5 3 1 2 2 5 10 19 29 42 67 79 77 98 62 71 49 47 38 30 26 9 3 733 AM Peak Hour .................... 11:00 to 12:00 (67 vehicles) PM Peak Hour .................... 12:00 to 13:00 (79 vehicles) 24-Hour Moving Total 01:00- 882 02:00- 889 03:00- 883 09:00- 882 05:00- 881 06:00- 880 07:00- 880 08:00- 884 09:00- 883 10:00- 871 11:00- 852 12:00- 895 13:00- 851 19:00- 897 15:D0- 813 16:00- 792 17:00- 198 18:00- 780 19:00- 761 20:00- 750 21:00- 790 22:00- 744 23:00- 738 24:00- 733 Monday 05/09/94 Channel: 2 Direction: W 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 totals 3 2 0 1 5 2 7 16 26 35 40 73 66 77 61 63 79 77 67 49 3B 18 15 5 826 AM Peak Hour .................... 11:00 to 12:00 (73 vehicles) PM Peak Hour .................... 16:00 to 17:00 (79 vehicles) 24-Hour Moving Total 01:00- 722 02:00- 719 03:00- 716 09:00- 716 05:00- 719 06:00- 719 07:00- 711 08:00- 727 09:00- 739 10:00- 795 11:00- 793 11:00- 799 13:00- 736 19:00- 736 15:00- 750 16:00- 751 17:00- 759 18:00- 787 19:00- 807 10:00- 818 21:00- 816 22:00- 818 23:00- 824 24:00- 826 Tuesday 05/10/94 Channel: 2 Direction: W 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 1900 1500 1600 1700 1800 1900 2000 1100 2200 2300 2900 Totals 4 2 2 1 5 3 8 16 30 90 97 75 61 52 77 74 6D 74 55 97 33 31 13 7 817 14x1 Peak Hour .................... 11:00 to 12:00 (75 vehicles) PM Peak Hour .................... 14:00 to 15:00 (77 vehicles) 24-Hour Moving Total 01:00- A27 02:00- 827 03:00- 829 04:00- 829 05:00- 829 06:00- 830 07:00- 831 08:00- 831 09:00- 835 10:00- 890 11:00- 897 12:00- 849 13:00- 899 14:00- 819 15:00- 839 16:00- 895 17:00- 826 18:00- 823 19:00- 811 20:00- 809 21:00- 804 22:00- 817 23:00- 815 24:00- 817 Wednesday 05/11/94 Channel: 2 Direction: W 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 totals 3 1 9 1 3 3 6 23 33 33 99 51 76 68 70 76 11 71 57 43 9 0 0 0 196 291`1 Peak Hour .................... 11:00 to 12:00 (51 vehicles) PM Peak Hour .................... 12:00 to 13:00 (76 vehicles) 24-Hour Moving Total 01:00- 816 02:00- 815 03:00- 817 04:00- 817 05:00- 815 06:00- 815 07:00- 813 08:00- 820 09:00- 823 10:00- 816 11:00- 813 12:00- 789 13:OD- 804 19:00- 820 15:00- 813 16:00- 815 17:00- 826 18:00- 823 19:00- 825 20:00- 821 21:00- 797 22:00- 766 23:00- 753 24:00- 796 Volume Report, 'MARLENE STREET (Nast)' page 3 Thursday 05/12/94 Channel: 2 Direction: W 0100 0200 0300 0900 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1000 1900 2000 2100 2200 2300 2900 Totals 0 0 o D o 0 0 o D D o 0 0 0 0 o D o 0 0 0 0 o a o IIM Peak Hour .................... Unavailable PM Peak Hour .................... Unavailable 24-Hour Moving Total 01:00- 793 02:00- 742 03:00- 738 04:00- 737 05:00- 734 06:00- 731 07:00- 725 08:00- 702 09:00- 669 10:00- 636 11:00- 592 12:00- 591 13:00- 965 19:00- 397 15:00- 327 ]6:00- 251 17:00- 180 18:00- t09 19:00- 52 20:00- 9 21:00- 0 22:00- 0 23:00- 0 24:00- 0 Friday 05/13/94 Channel: 2 Direction: W 0100 0200 0300 0400 0500 0600 0100 0800 0900 1000 1100 1200 1300 1900 1500 1600 1700 1800 1900 2000 2100 2200 2300 2900 Totals 0 0 0 0 0 0 0 0 AN1 Peak Hour .................... Unavailable PM Peak Hour .................... Unavailable 24-Hour Moving Total 01:00- 0 02:00- 0 03:00- 0 04:00- 0 - 05:00- 0 06:00- 0 07:00- 0 08:00- 0 09:00- N/A 10:00- N/A 11:00- AJA 12:00- N/A 13:00- N/A 19:00- N/A 15:OD- N/A 16:00- N/A 17:00- N/A 18:00- N/A 19:00- N/A 20:00- N/A 21:00- N/A 22:00- N/A 23:00- N/A 24:00- N/A 0 Wagensellers Neighborhood Traffic Calming Prot Project As we discussed with you at the previous Traffic Engineering Committee Meeting, we have made some modifications to the pilot project proposed for our neighborhood. We believe these modifications will address some of the safety and visibility concerns expressed by the Committee. The neighborhood committee has come up with three different designs, in addition to the original curb type design, for each of the three locations requested. These designs reflect choices and options available in terms of cost and aesthetics. All three designs provide a higher visual profile which is anticipated to attract the drivers attention. Each design is movable and portable to varying degrees. Two of the designs can be enlarged or reduced in size to accommodate different situations. We feel that it is imperative that the project be approved for all of the intersections in order to provide valid statistical informations regarding the overall effect of slowing traffic over several blocks of residential streets.. With the assistance of public works and public safety personnel, we will conduct "before" and "after" surveys of traffic volumes and average "high" and 85th percentile speeds and traffic calmed intersections and mid-block segments. We will also gather information from residents as to their reactions to the project. Design #1 -Large reinforced concrete planters - Proposed location: Myron and Ford St. A grouping of 3 - 8 large concrete planters (with landscape plantings) will be arranged in the center of the intersection in a circle roughly the same diameter as the originally proposed 12' concrete curb rings. They will be 24" - 30" in height. This will effectively block clear vision of the roadway ahead, while presenting the drivers with a visually pleasing effect, causing them to slow down as the negotiate the intersection. Necessary night reflectors or reflective paint and directional indicators will be discreetly incorporated into the planter grouping. Maintenance of the landscaping will be the responsibility of the residents. Although relatively expensive, this design represents the most portable, flexible, and aesthetically pleasing design idea we have seen. It is also the most susceptible to damage from careless drivers and vandalism, thus representing a potentially greater risk to our investment of capital improvements. Design #2 -Pre-cast "retaining wall" blocks - Proposed location: Clara and Sidnie St. Interlocking stone faced block segments approximately 6" X 12", will be arranged to forma 12' diameter circle approximately 18" - 20" in height tapering back approximately 6" at the top. The ring will be filled with moisture retentive material and top soil mounded to approximately 24" - 30" in height with landscaping. This design will contain the same reflectors, landscaping, and signage as the concrete planters. While less unique than the planters, this design has the ability to be expanded and contracted by removing or adding blocks. Cost of this design is roughly 1/2 that of the planters and is less susceptible to vandalism or other damage. Design /{3 -Large Diameter Heavy Equipment Tire Casing - Proposed location: Sidme and Ford St. This design may stir controversy, but it offers an inexpensive, safe, and virtually indestructible solution to calming traffic. The concept is to acquire a large diameter fire casing (8' - 10' in diameter) and modify it by cutting away one wall and turning it inside out, if possible, to look something like the tire planters used in some home gardens. It would be painted white and possibly have a colorful mural painted around the outside. The office of Empire Waste in Petaluma is very interested in this design and has agreed to provide such a tire. This design will contain the same reflectors, landscaping, and signage as the concrete planters. Although this design is not easily modified in terms of size and shape it will cost next to nothing and would be impervious to damage. We would like the Traffic and Engineering Committee to approve installation of these temporary traffic circles for these sites under the supervision of the Public Works and Public Safety Departments along with the technical evaluation and public survey information which will be forwarded to this committee. s 0 .~ r !~ J n ~O Z f ? ~~ ,~ M° L ~y Y 4 i ~i _•` ~~~~»~ s ~~ s ~Y ~ = VVi r~ t3 ~ s 5 f-v~ ~1 ~ to~-v.~ ~~G ~Cleri~ ~~~ 1 ~t `7 ~ poss;ll~-~/ ~,~ ~,~a~ ~~- ~~l ~f~~Gol ~~ Cep-~cr' ~,t,~-f- 'mil ~~h ~ or ~o OC ~~ bvi ST !O~&~9G, .k of ~Y G7 ~~~~? ~ prom a~RI~K KENNE ~ ~ ~ x~~ ,, . ~ t L~ ~~~~~~ ~ iL~fF~ i ~,~t ~~C~.C.~ L ~" V ~ Q ~G iVE~ ~ ~~Y ~ 1 ~~w~~~ , ~ AC?p~ ` ~ ~~ ~~~ ~ ~ ~ ~~~ i~Z~ ~ ram the k of KENNEDY F RICK ~~ ~ / =' ` c. -~,.. ~ ~ ~ f` ,'~ ~ ~ r / f` r ~ . -~" a' r 1 r ~_ ~ ~ ~ ~ } ~,,~/ ~ ~~~, ~( 7 _ ~ /I l L '~ ` (~ `~'~ / ,_.y` . ~i ~, %1 t.c- i .~~ i. I P, 'V - ~'`~ ~ A- ~ ~. i ~ / < </+~ ._ -` ~-~ . r r .... /~ c F j / l..' 1~~ ~ ~ 1~~~` ,. ,,; v ~ ~ ~ ': 7A V "' j~~t~ LL /~ trYrv .~ ., r PRELIMINARY REPORT SOUTH STATE STREET TWO WAY LEFT TURN PROJECT October 4, 1996 Staff has been notified of a successful application for a Hazard Elimination Safety project with Caltrans. This project is funded 90% by Caltrans and includes funding for engineering design. The matching funds of $5,000 have been approved and included in the fiscal year 1996/1997 budget fund 301.9829. This project would construct a two way left turn lane on South State Street from Mill Street to Hastings Avenue by either restriping or remarking (with pavement markers). Please note attachment number 1 which identifies the limits of the project. The project would include short transitions into the two way left turn lanes north of Mill Street and south of Hastings Avenue. The purpose of the project is to provide safer turning movements at mid-block commercial driveways and intersections. The project application was submitted to Caltrans in October 1995. During the three years prior, staff identified a total of 52 injury and fatal accidents and 88 property damage only accidents. Please refer to attachment number 2. By constructing this project, staff believes that the accident count within the project area will be substantially reduced. The project is tied closely to the W-Trans report on Traffic Signal Coordination. In that report it is recommended that two of the intersections within this project area, Mill Street and Talmage Road, be reconfigured to have a left turn lane with a protected left turn phase on the traffic signal. Through initial project design it has been determined that South State Street has insufficient width to allow both the two way left turn lane and curbside parking. As such, a no parking zone will be required on both sides of South State Street from 200 feet north of Mill Street to 250 feet south of Hastings Avenue/Washington Avenue. Staff has calculated a total of 121 parking spaces on South State Street within the project limits. During random inspections on three separate dates, staff noted a maximum of five cars parked on South Street State in the proposed project area. Staff believes there is adequate off-street parking for vehicles. Therefore the loss of parking spaces due to the proposed no-parking zone will not drastically impact businesses. Staff has spoken to the Mendocino Transit Authority (MTA) regarding this project. At present there are 10 bus stops located within the project limits. Funds for bus turn-outs have not been identified in the project. During transfer of passengers at the bus stops cars would be delayed briefly if unable to change lanes to go around the bus when it is stopped in the outside lane. In conclusion staff believes that the reduction in traffic accidents and improvement of traffic flow substantially warrant the construction of this project. ~ T41 ~ SJ .'~ 1 ~ `"• ~ 1 ~ fVANS \ RW~Y OOMIW/, R'~ ~~ I cr~.~xn e. GIBBON Si. q '~~ ' SI_ p t`11Z I+1,~ _I_p x'YAE z . I~ ~ ~ ~~ _ o `~ I AV tii.•i ]PGKS ]11 YCreek /'y_ ~ i '' ~I 'c' M'A J pl x~nc( _ 1._ .. ~ ..~ ... 1 PP 0 PV. RDDDOG .. .... ~'0` ~~VRE55 DVP f;5 py. CLARE 1 %':.. ".GO(.f.~.:}::0 55 V ~ q iN. ~, u J 1~1 • A ~' ~ ~ IIIISPiIAI Dq. ,., ~..~... .. .;.~GYPPE ~ s m - ' ~ .~~ z _ Sp ° t, ~' °o NDR10N 5I ". N r LOURSE ~.'. , ~' x ~ ~. ¢~ e OPP 'Ffltl ~ ue ~nu vn ,Er l ~"' 1000 i V _~ o PV. 5~~51_ __ i ~ o~~My cenrEn ttu0 s GROPE/o71-GPOVC P CROVE~> pV SGtT S i .~ 1 ..... ..... r MUN~PAL~.~~ ~ .. NU{ ....... NUPH\5 MO .. .._...~_..... B[. °r: ice,' c w ~, ~ "•_ ~,x. ,cam G g [. 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NOa~ O .-~•=--~ ~. ;lei '; /;~. i 300 SE VE., UKIAH, CA 95482-5400 • ADMIN. 707/163b200 • PUBLIC SAFEri ~63b2~2/6271 • ' • rAR • 707N636201 October 27, 1995 AI Toland Local Assistance Engineer ` DEPARTMENT OF TRANSPORTATION, DISTRICT I 1656 Union Street Eureka, California 95501 RE: ~ CANDIDATE PROJECTS FOR THE 1995/96 AND 1996/97 HES LIST Dear AL• Enclosed are applications for two (2) HES candidate projects which the City of Ukiah is submitting for consideration and inclusion in the upcoming two year HES funding cycle. Our projects are listed below in the order of priority we have established: Pavement striping and marking modifications for the establishment of a two-way left turn lane on South Stale Street from Mill Street to Hastings Avenue. 2. South State Street and Gobbi Street traffic signalizalion upgrade and intersection improvement. The pavement stripping and marking modification project is being submitted for consideration under the Safety Index Project category and the traffic signal upgrade and intersection improvement project under the Work Type Improvement category. The two-way left turn lane on State Street is necdcd to reduce rear end and right angle collisions involving vehicles making left turns from the inside traffic lane into intersecting streets and commercial driveways along Stale Street. Stale Street is a four (4) lane major collector with two (2) lanes of travel for both directions and parking on both sides of the street. Development along Slate Street is commercial and retail and has the highest ADT of all the streets within the City (above 18,000). / ~o~ ¢ Mr. Al Toland October 27, 1995 Page 2 - i ' The traffic signal at State and Gobbi was installed in 1972 and is the oldest signal in our inventory. Given the width of the turning lanes, the radius of current curb returns are deficient. The signal standard at the northwest corner has been hit by turning truck trailers four (4) times within the most current three-year period. The west leg of the intersection needs widening and additional right-of-way has been acquired for this purpose. Your consideration in placing our projects in the upcoming two year HFS funding cycle is appreciated. ' Sincerely, ick ~. Kennedy Director of Public Works/City ngineer ~. uu~u I RtIWY LTDL~DD.1 I ., :1 ~.. 11.: i , ~j ~ I ( I ~ 1 I , I r1 I I I ~ I: ~ ~ ' ~~ I I ~~ ~~ ~/ l ~, Ai .P L~::ULAT1cD EY IARR J ' CITI i CI)U~ Tlr OF __.___~- ------ CHECKED 8Y y_~+ PROJitCT L ~CATIUN__Ol T 1 STATE STREET f ROti MILLT~TREET 0 250 FEE' SCUTN GF t1ASTINGS ~ AVEPIUI (I ASH N610N A/ENUE;___ -~____ REMOVE EXiS1ING STRIPING AND PFlRKING AIID TII[_N RESTRIPE TO PROPOSED IMPROVEMENT.-.. --- ------ PR04'I"~E ~1 T41O-WAY LEFT TURN LANE. INSTALL NEW TRAFFIC DETECTION LOOPS IO h1ATCll THE NEW LANE' PROVIDE SAFER TURNING MOVEMENTS Ai INTERSECTION AND MID-8LOC6t PROJECT PURPOSE ' COMMERCIAL DRIVEWAYS. TOTAL COST (in $1000x) 48 ADT (exist. all directions, In 1000x) 18 NUMBER OF LQCATIONS, OR LENGTH IN MILES 0.84 MILES SAFETY EVALUATION COLUhAN O y O 4 © e 7 OZ ~ ~_< O Z O LL rZ ~W ~ }-< OWW O Q ~p y j WO ~ ~ r ~ OW ~ pp r OWE O ~~ W V Jzw <w~- ZO ~ V UH ~~ p_O o U w1- ~ o ao c w> 4.0 _~~ p Up ?:J F-~co p W O< W V O ~ J¢ %Uti .M U ~ - <~ 1~ 3 (RF) ~tilf 2 x 3 ~~ 4 x 6 x 8 'FATALE 52 17,3 25% 4.3 16.1 10 654 INJURY PDO 88 29.3 25% 7.3 2.1 10 154 TOTALS 45.6 11.6 808 INITIAL ACCIDENT RATE SAFETY INDEX /.QR = 45,6 = 6.94' S/= 808 QT X /DD _ 1683 18 ADT x D. X65 x /~/~ 48 Tota/./mprmf Casf EXPECTED ACCIDENT RATE ~'11R = 45.6 f~2 -- Q4 11.7 = 5.16 /f' EAR < ABR ca/cu/afe is ADT x O..365xN AdJust¢o' Safety /ndex 'RIr~UCED REDUCTION FACTOR ADJUSTED SAFETY INDEX .'RRF= Qs x (EAR 13 = ~ ~ AS/= RRFxS/ _ ... AbR Number of/oea~`ions or, if ofher ffz~n soot-/oc2fions, Us¢~Z /e~gi`h in rni/es i-vifh minimum /¢ngfh o~`' on¢ mi/e . 3a<~ ' ~ ~ ~ ~~ ~ TWO-WAY LEFT-TURN LANES ON SO. STATE STREET •~ FROM MILL STREET TO 250' NORTII OF HASTINGS AVENUE ESTIMATED CONSTRUCTION COSTS ! ~ , ,. ! ~ }i, i ~~ i I Removal of existing striping and marking $11,000 j ( ~ ? ~ New striping and marking i ! ; ~ ~ $17,000 ~ ~ i r i Replace traffic signal loops j ~'~ ~~~ ,1 "~ Constructioq Cost Total ,i $42,000 !j A';' Preliminary Erigirieering !; $ 4,000 jj' j ~; ~ Construction Engineering ~ ~ $ 2.000 ! !~ , ~ , i i 1 , , ~ $as,ooo I i Total ', ~ ~ , 1- h ~ f~ ~ ~ ~ [ ~ ~ , Ji ! iiI ~ !f ` ~~i1 ' ~ ,I ; I i - ~•' :: i i ~ i 1 I • ; n h . ~ ~ ~ Z C9L ~. ~~ 5 • ~~ r. -. 3 u~' ~ t ,~ ~.. , N q ~~... ~ ~t i ~ ~~ 6 -BeD~xi? m'"~(~'~ -~ O d Q .. ~ STT~ ANA YS I S`'_ .t-Lr-~ , ~: ~, ~~ ~ o ~~ ~ ~ P~C~F~1~EL' uK~~-fit ~";~An,<<, ~T ~~~~rE~ ~ ~to~nPSotil ~ ~}S,OG, ~ c~N~ 1 ~t~l~ SITE ANALYSIS NOTES: 1) Recycling center site of old junk yard could contain hazardous soil. Existing sidings running diagonally across site is another potentially "hazardous material" area. 2) Extension of Clay Street across tracks may not be implemented. This new railroad crossing would require P.U.C. approval and would limit rail platform length to below the recommended 800 feet length preferred by CalTrans, Division of Rail. 3) General plan calls for widening of Perkins which will improve direct access to Highway 101. Perkins will be primary bus/car entrance to Transit Facility irrespective of Transit Centers location with in parcel. 4) Leslie/Hospital Drive intersections will create congestion for turning movements into the Transit Center. Redevelopment strategy plan calls for realignment of Leslie west to connect with Hospital Drive thereby creating one signalized intersection. Realigned, Leslie would create ideal street access for Transit Center with protected left turn capability for buses/cars traveling west from Highway 101. 5) West side of Leslie generally blocks view and access to parcel. Acquisition of undeveloped smaller parcels would enhance "public" exposure of site. 6) Sound and visual screen wall should be considered along west side of railroad right of way to shield undesirable industrial buildings from view and encourage development of parcel surrounding Transit Center. 7) Redevelopment Strategy Plan calls for residential development south of the transit center along the railroad corridor. Low density residential development favored in rural areas however, is not consistent with transit oriented land uses. 8) Tourist oriented development cited in the Redevelopment Strategy Report i.e., visitors center, wine tasting, retail fruit outlet, etc. may be appropriate uses to consider as part of a joint use "Railroad Square" complex. A historical theme derived from the existing brick train station seems like a good starting point to build on as a tourist "drawing card". Note: This concept is currently under study by Sonoma County Transit for a Geyserville station.